• 2025年

      [1]Xu Z, Chen Z-H, Lin F*. A new collapse mechanism of RC frame structures under earthquakes: Shaking table tests and numerical analysis. Soil Dynamics and Earthquake Engineering, 2025,191:109281.

       

      [2]Xu Z, Li J J, Lin F*, Zhong Q H. Using water pool as cushion to mitigate ground vibration due to collapse of cooling tower with simulation of complete debris distribution. Nuclear Engineering and Technology, Nuclear Engineering and Technology, 2025, 57:103245.



    • 2024年

      [1]Yang X J, Lin F*,  Du X, Qiu L. Collapse-resistant mechanism of RC beam-slab substructures using kinked steel plates under two-adjacent-edge-columns removal scenario. Engineering Failure Analysis, 2024, 156, 107810.

       

      [2]Zhang W P, Liu Y, Yu Q Q*.Time-dependent seismic fragility analysis of reinforced concrete columns subjected to chloride-induced corrosion[J]. Engineering Structures, 2024, 302:117448

       

      [3]Qian H Y, Liang G F, Lin F*. Vierendeel action in progressive collapse of three-storey RC structures under corner column removal scenario. Engineering Structures, 2024, 310, 118137.

       

      [4]Yang X J, Jiang Y H, Lin F*. Experimental study on direct shear resistance of horizontal grouted joints in PC shear walls under compression and in-plane bending moment. Journal of Building Engineering, 2024, 90, 109419.

       

      [5]Xu Z, Lin F*, Gu X-L. Shaking table tests on inclined collapse mechanism of RC frame structures subjected to earthquakes. Journal of Building Engineering, 2024, 89, 109338.


      [6]Zhang W P, Liu H, Huang Y, Liao K X, Zhou Y. Effects of mineral composition of aggregates on volume expansion and elastic properties evolution caused by neutron irradiation [J]. Nuclear Engineering and Technology, 2024, 56:4649-4660

       

      [7]Song X B, Feng J Y, Zhang W P *, Wang H. Effect of coarse aggregate on the thermal conductivity of unsaturated concrete considering interfacial thermal resistance[J]. Journal of Building Engineering, 2024, 98:111460

        

      [8]Zheng N H, Zhang W P, Zhou Y*. Confinement Strength Prediction of Corroded Rectangular Concrete Columns Using BP Neural Networks and Support Vector Regression[J]. Structures, 2024,67:107021

       

      [9]Zhang W P, Yu X Y, Jiang Chao. Flexural reliability of corroded RC beams strengthened with CFRP sheets considering longitudinal corrosion non-uniformity of steel bars[J]. Journal of Building Engineering, 2024, 97:110888

        

      [10]Zhang W P, Chen J P, Yu Q Q*, Jing Y, Chang A. Stochastic modeling of corrosion evolution of steel plates under artificial marine atmosphere environment[J]. Ocean Engineering, 2024,310:118565

       

      [11]Zhang W P, Liu Y, Yu Q Q*. Life-Cycle Seismic Fragility Evolution of RC Structures Subjected to Chloride-induced Corrosion: State-of-the-Art Review[J]. Journal of Building Engineering, 2024, 91:109584

       

      [12]Qiu J L, Zhang W P*, Jiang C. SMFL-based non-destructive assessment of probability density distribution of local cross-sectional corrosion degree of rebar[J].  Construction and Building Materials, 2024, 417:135214


      [13] Qiu J L, Jing Y, Zhang W P*, Jiang C. A Novel SMFL-Based Assessment Method for Corrosion Nonuniformity of Rebar and Its Application in Reliability Analysis of Corroded RC Beam [J]. Structural Control and Health Monitoring, 2024, 2024:1-18


      [14] Lu Qiu, Feng Lin, Xing-Ju Yang. Pre-relaxed cables for improving progressive collapse resistance of RC frame subassemblages considering slabs. Engineering Failure Analysis, 2024, 165, 108803.

       

      [15]Jin Z H, Jiang C, Gu X L*, Don Z, Corrosion Behavior of Coupled Steel Bars under Different Stress Levels in Simulated Concrete Pore Solutions [J]. ASCE,  Journal of Materials in Civil Engineering, 2024, 36(4): 04024016.

       

      [16]Jiang C, Zhang H C, Ge Y Q, Gu X L, Song X B. Experimental study on thermo-hydro-mechanical responses of concrete plates subjected to in-plane compressive loading and one-side heating [J]. Fire Safety Journal, 2024(144):  104108.

       

      [17]Cai Q, Song X B, Xiao X W, Gu X L. Lateral hysteretic behavior of precast concrete shear walls with unjointed vertical distribution bars and opening [J]. Engineering Structures, 2024(305): 117762.

       

      [18]Fang J, Jiang C, Gu X L*. Chloride transport in high-cycle fatigue-damaged concrete [J]. Construction and Building Materials, 2024(425): 136135.

       

      [19]Zhang Q, Chen M H, Gu X L, Li Y Z, Li W J, Gong J X. Low-Cycle Fatigue Properties and Model for Flexure-Shear Critical Reinforced Concrete Columns Considering Cyclic Damage Effects [J]. ASCE, Journal of Structural Engineering, 2024, 150(7): 04024071.

       

      [20]Song C, Jiang C, Gu X L*, Fang J. Modeling electrochemical chloride extraction in surface carbonated concrete [J]. Journal of Cleaner Production, 2024(460): 142591.

       

      [21]Zhang Q, Cheng G, Zhao H T, Li W J, Zhu H Y, Zhang H, Gu X L. Bond properties between polyvinyl chloride (PVC) tubes and wrapped textile reinforced fine concrete (TRC) shells [J]. Construction and Building Materials, 2024(431): 136594.

       

      [22]Song C, Jiang C, Gu X L*. Modeling capillary water absorption behavior of concrete with carbonated surface layers [J]. Journal of Building Engineering, 2024(93): 109880.

       

      [23]Gu X L, Zhou T, Nagai K, Zhang H, Yu Q Q. Prediction of seismic performance of a masonry-infilled RC frame based on DEM and ANNs [J]. Engineering Structures, 2024(316): 118531.

       

      [24]Chen T, Ji L, Xiao E Z, Jiang C, Huang Q H, Gu X L, Qiao G. An investigation of stress analysis via finite element methods on compacted snow runways [J]. Cold Regions Science and Technology, 2024(225): 104272.

       

      [25]Dong Z, Hamidreza T-S, Huang C, Xu K, Gu X L, Fu C Q, Liu X J, Meng Z. Microstructure and corrosion behaviour of structural steel fabricated by wire arc additive manufacturing (WAAM) [J]. Materials and Design, 2024(244): 113158.

       

      [26] Jiang C, Ding H, Gu X L*, Zhang W P. Failure mode-based calculation method for uniaxial compressive bearing capacities of corroded rectangular RC columns considering degradations of stirrup confinement effects [J]. Journal of Building Engineering, 2024(97): 110790.

       

           

    • 2023年

      [1] Yang X J, Lin F*, Gu X L. Experimental studies on improving progressive collapse resistance of RC beamcolumn assemblies using kinked steel plates[J]. Engineering Structures, 2023, 295: 116842.

       

      [2] Lu Y L, Jiang L Y, Lin F*. Seismic performance of precast concrete shear wall using grouted sleeve connections for section steels reinforced at wall ends[J]. Structures, 2023, 57(11):105068.

       

      [3]Yang X J, Lin F*. Experimental and analytical studies on tensile behavior of kinked steel plates[J]. Journal of Constructional Steel Research. 2023, 204(5), 107874.

       

      [4]Zeng, M. X., Jiang, C. *, Chen, T. and Gu, X. L. Effects of Polypropylene and Basalt Fibers on Tensile and Compressive Mechanical Properties of Fiber-reinforced Ice Composites[J]. Construction and Building Materials. 2023, 409: 133914.

       

      [5]Wang, G., Li, Z. X., Chen, T. *, Peng, P. C. and Xiao, Z. G. Numerical study on fatigue behavior and strengthening of steel pipes with a surface crack[J]. Theoretical and Applied Fracture Mechanics. 2023, 127: 104003.

       

      [6]Yao, J. X., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G. Experimental and numerical investigation of mixed mode fracture of high-performance grouting materials based on peridynamics[J]. Fatigue & Fracture of Engineering Materials & Structures, 2023,1‐19. doi:10.1111/ffe.14070

       

      [7]Huang,  C., Zheng, Y. P.*, Chen, T., Ghafoori, E. and Gardner, L. Fatigue crack growth behaviour of wire arc additively manufactured steels[J]. International Journal of Fatigue, 2023, 173: 107705.

       

      [8]Wang, X., Chen, T. and Gu, X. L.* Fatigue tests on grouted connection segment specimens in offshore wind turbine structures considering water ingression[J]. Marine Structures. 2023, 90: 103438.  

       

      [9]Rashnooie, R., Zeinoddini, M., Ahmadpour, F., Beheshti Aval, S.B. and Chen, T. A coupled XFEM fatigue modelling of crack growth, delamination and bridging in FRP strengthened metallic plates[J]. Engineering Fracture Mechanics. 2023, 279: 109017.

       

      [10]Chen, T.*, Ye, M., Yao, C. and Xiao, Z. G.Fatigue behavior and digital image correlation monitoring of steel plates with mixed-mode edge cracks repaired with CFRP materials[J]. Composite Structures.

       

      [11]Yu QQ, Wu JY, Gu XL, Wang L. Seismic behavior of hinged steel frames with masonry infill walls. Journal of Building Engineering, 2023, 77: 107536.

       

      [12]Wu JY, Yu QQ, Gu XL*. A modified analytical model for predicting seismic behaviors of unanchored liquid storage tanks. Journal of Constructional Steel Research, 2023, 208: 108018.

       

      [13]Wu JY, Yu QQ, Peng Q, Gu XL*. Seismic responses of liquid storage tanks subjected to vertical excitation of near-fault earthquakes. Engineering Structures, 2023, 289: 116284.

       

      [14]Chen ZY, Gu XL, Vollmer M, Niendorf T, Ghafoori E, Yu QQ*. Recovery stress behavior of Fe-SMA under fatigue and thermal loading. Thin-Walled Structures, 2023, 188: 110799.

       

      [15]Yin XJ, Zhang B, Yu QQ, Gu XL*. Overturning collapse responses of RC frame-shear wall structures induced by failure of vertical members. Engineering Structures, 2023, 285: 116078.

       

      [16]Chen ZY, Gu XL, Zhao XL, Ghafoori E, Yu QQ*. Fatigue tests on Fe-SMA strengthened steel plates considering thermal effects. Journal of Structural Engineering, 2023, 149(3): 04022255.

       

      [17]Yu QQ, Zhao YZ, Wu H, Wang ZL*, Zhu ZY. Experimental study on AFRP-to-concrete bond behavior subjected to underground water. Composite Structures, 2023, 306: 116565.

       

      [18] Zhang Q, Yang Q C, Gu X L, Jiang Y. Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809.

       

      [19] Liu X G, Zhang W P, Gu X L, Ye Z W. Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading [J]. Journal of Structural Engineering, ASCE, 2023, 149(2): 4022242.

       

      [20] Zhang Q, Yang Q C, Li W J, Gu X L, Dai H H. Study on model of flexure response of carbon fiber textile reinforced concrete (CTRC) sheets with short AR-glass fibers [J]. Case Studies in Construction Materials, 2023(18): e01791.

       

      [21] Jiang C, Song C, Gu X L*, Zhang Q, Zhang W P. Modeling electrochemical chloride extraction process in cement-based materials considering coupled multi-ion transports and thermodynamic equilibriums [J]. Journal of Cleaner Production, 2023(401): 136778.

       

      [22] Zhang W P, Liu Y, Hu F, Gu X L. Experimental and numerical investigation on seismic performance of corroded RC columns of low-strength concrete [J]. Bulletin of Earthquake Engineering, 2023, 21(4): 2103 – 2140.

       

      [23] Yin C R, Song T G, Song X B, Gu X L, Xiao X W. Seismic performance of indoor substation RC frames with combined base isolation techniques [J]. Engineering Structures, 2023(284): 115962.

       

      [24] Jiang C, Ding H, Gu X L*, Zhang W P. Failure mode-based calculation method for bearing capacities of corroded RC columns under eccentric compression [J]. Engineering Structures, 2023(285): 116038.

       

      [25] Jiang C, Ding H, Gu X L*, Zhang W P. Calibration analysis of calculation formulas for shear capacities of corroded RC beams [J]. Engineering Structures, 2023(286): 116090.

       

      [26] Guo H Y, Jiang C, Gu X L*, Dong Y, Zhang W P. Time-dependent reliability analysis of reinforced concrete beams considering marine environmental actions. Engineering Structures, 2023(288): 116252

       

      [27] Zhang Q, Zheng N H, Li W J, Gu X L, Liu R H. Study on the Axial Load Response of RC Columns Confined by CTRC Subjected to Dry-Wet Cycles [J]. Journal of Advanced Concrete Technology, 2023, 21(3): 107 – 122.

       

      [28] Zhang Q, Chen M H, Li W J, Gu X L, Gong J X. Seismic performance and damage properties of flexure–shear critical RC columns with various loading cycles [J]. Bulletin of Earthquake Engineering, 2023

       

      [29] Zhang Q, Yang Q C, Gu X L, Jiang Y, Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809

       

      [30] Yang X J , Lin  F*, Gu X L. Progressive collapse resistance of RC beam-slab substructure under two-adjacent-edge-columns removal scenario. Journal of Building Engineering, 2023, 80(12), 108115.

       

      [31] Zhang W P, Wang R L, Chen X X, Jia D F*, Zhou Z H. Systematic assessment method for post-earthquake damage of regional buildings using adaptive-network-based fuzzy inference system[J]. Journal of Building Engineering, 2023,78:107682

       

      [32] Qiu J L, Zhang W P*, Jing Y. Quantitative Linear Correlation Between Self-Magnetic Flux Leakage Field Variation and Corrosion Unevenness of Corroded Rebars[J]. Measurement, 2023, 218:113173

       

      [33] Zhou Y, Xue B, Zhang W P*, Wang R P. Prediction of bulk mechanical properties of PVC foam based on microscopic model:Part I-Microstructure characterization and isotropic Modelling. Polymer Testing, 2023, 117:107872

       

      [34] Zhou Y, Xue B, Zhang W P*, Wang R P. Prediction of bulk mechanical properties of PVC foam based on microscopic model:Part II-Material characterization and analytical formulae, Polymer Testing, 2023, 117:107846

       

      [35] Zhang W P*, Liu H, Zhou Y, Liao K X, Huang Y. Effects of neutron irradiation on densities and elastic properties of aggregate-forming minerals in concrete[J]. Nuclear Engineering and Technology, 2023,55:2147-2157


         

    • 2022年

      [1]Song C, Jiang C, Gu X L*, Zhang Q, Zhang W P. Calibration analysis of chloride binding capacity for cement-based materials under various exposure conditions [J]. Construction and Building Materials, 2022(314): 125588.

      [2]  Wang Y, Zhang B, Gu X L*, Lin F. Experimental and numerical investigation on progressive collapse resistance of RC frame structures considering transverse beam and slab effects [J]. Journal of Building Engineering, 2022(47): 103908.

      [3]  Hua J J, Gu X L*, Eberhard M O, Wouagabe J. Influence of lateral loading direction on seismic behavior of shear-critical reinforced concrete intermediate short columns [J]. Engineering Structures, 2022(252): 113573.

      [4]  Jiang Z L, Qian Z W, Gu X L, Zhu J H, Long W J, Xing F. Statistical analysis of chloride concentration distribution in concrete by a meso-scale model considering irregular shape aggregates [J]. Construction and Building Materials, 2022(319):126143.

      [5]  Dong Z, Gu X L*, Jin Z H, Poursaee A, Ye H L. Experimental and Numerical Investigations on the Rate-Limiting Step for Macrocell Corrosion of Reinforcing Steel in Concrete [J]. ASCE, Journal of Materials in Civil Engineering, 2022, 34(1): 04021407

      [6]  Jiang C, Ding H, Gu X L*, Zhang W P. Failure mode-based calculation method for bending bearing capacities of normal cross-sections of corroded reinforced concrete beams [J]. Engineering Structures, 2022(258): 114113.

      [7]  Jiang C, Ge YQ, Zhang H C, Gu X L*. Effects of thermal expansion of enclosed medium and direction of pressure bearing plane of metal tubes on pore pressure measurements in cement-based materials under elevated temperatures [J]. Fire Safety, 2022(130): 103599

      [8]  Zhang Q, Zheng N H, Gu X L, Wei Z Y, Zhang Z. Study of the confinement performance and stress-strain response of RC columns with corroded stirrups [J]. Engineering Structures, 2022(266): 114476

      [9]  Gu X L*, Zhang B, Huang X K, Wang X L. Experimental investigation on progressive collapse resistance of precast concrete frame structures with different beam-column connections [J]. Journal of Building Engineering, 2022(56): 104803

      [10] Zhang Q, Wei Z Y, Gu X L, Yang Q C, Li S Y, Zhao Y S. Confinement behavior and stress–strain response of square concrete columns strengthened with carbon textile reinforced concrete (CTRC) composites [J]. Engineering Structures, 2022(266):114592

      [11] Zhou Y, Zhang W P, Tong F, Gu X L. Moisture Transport of Axial - Compression - Damaged Mortar and Concrete in Atmospheric Environment [J]. Materials, 2022, 15(16): 5498

      [12] Zhang Q, Yang Q C, Gu X L, Jiang Y, Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809

      [13] Yu Q Q, Wu J Y. Gu X L*, Zhou F Y. Experimental study on effects of U-shape dampers on earthquake responses of a base-isolated LNG inner tank [J]. Engineering Structures, 2022(269): 114985.

      [14] Yu Q Q, Gu X L*, Zeng Y H, Zhang W P. Flexural behavior of Corrosion-Damaged prestressed concrete beams[J]. Engineering Structures, 2022(272): 114841.

      [15] Yang X J, Lin F, Gu X L. Simulation and analysis on improving progressive collapse resistance of RC assemblies by embedding locally debonded rebars near beam-ends [J]. Structures, 2022(40): 498 - 512.

      [16] Zhang Q, Zheng N H, Gu X L*, Jiang Y, Liu R H. Study on the compression performance of RC columns confined with CTRC based on ICCP technology in chloride environment[J]. Structures, 2022(44): 633 - 646.

      [17] Zhang Q, Yang Q C, Gu X L, Jiang Y. Study on axial compression properties of concrete columns wrapped with basalt textile-reinforced fine concrete (BTRC) jackets [J]. Construction and Building Materials, 2023(363): 129809.

      [18] Liu X G, Zhang W P, Gu X L, Ye Z W. Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading [J]. Journal of Structural Engineering, ASCE, 2023, 149(2): 4022242.

      [19] Zhang Q, Yang Q C, Li W J, Gu X L, Dai H H. Study on model of flexure response of carbon fiber textile reinforced concrete (CTRC) sheets with short AR-glass fibers [J]. Case Studies in Construction Materials, 2023(18): e01791.

      [20] Li CZ, Song XB, Gu XL. Modeling and experimental study on chloride migration of interfacial transition zone based on its pore structure. Construction and Building Materials, 2022, 333: 127383

      [21] Huang QH, Li CZ, Song XB. Spatial distribution characteristics of ellipsoidal coarse aggregates in concrete considering wall effect. Construction and Building Materials, 2022, 327: 126992.

      [22]Li C.Z., Song X.B. Mesoscale modeling of chloride transport in unsaturated concrete based on Voronoi tessellation [J]. Cement and Concrete Research, 2022.

      [23]Wu Y.J., Song X.B. Semi-mechanism-based hysteretic model for traditional heavy timber frames with forked column foot joints and various wood panel infill [J]. Engineering Structures, 2022.

      [24]Salamone C., Song XB; Tang JY, Shang DF, Dou XJ, Xue A, Jiang Y. Lateral behavior of masonry infilled wood frames with wood diagonal bracings of different forms [J]. Journal of Structural Engineering, 2022, 148(8): 04022090

      [25]Wang DB, Song XB, Nie HY. Cracking analysis of massive concrete with large-diameter pipes during construction [J]. Construction and Building Materials, 2022, 338: 127636

      [26]Min H G, Zhang W P*, Gu X L. Effects of coupled heat and moisture and load damage on chloride transport in concrete[J]. Magazine of Concrete Research, 2022, 74 (13):659-671.

      [27]Zuo H R, Zhang W P*, Wang B T, Gu X L. Force-displacement relationship modelling of masonry infill walls with openings in hinged steel frames[J]. Bulletin of Earthquake Engineering, 2022, 20(1): 349-382.

      [28]Chen, T. , Cao, C. C., Li, X. Q. and Kong Q. Z. * . Interface debonding detection of grouted connection based on Lamb wave energy leakage[J]. Measurement. 2022, 202: 111867.

      [29]Huang, X. M., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G.Fatigue evaluation of grouted connections subjected to Markov matrix based random loading[J]. Marine Structures. 2022, 86: 103295.

      [30]Huang, C., Chen, T. *, Xia, Z. C. and Jiang, L. Y. Numerical study of surface fatigue crack growth in steel plates repaired with CFRP[J]. Engineering Structures. 2022, 268C: 114743.

      [31]Song, X. B., Wu, Y. J., Jiang, H. Y. and Chen, T.* Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings[J]. Journal of Structural Engineering, ASCE. 2022, 148(3): 04021293. 




    • 2021




      [1]Ba G Z, Zhang W P*, Miao J J. Tensile behavior of corroded steel bars at elevated temperatures[J]. Journal of Materials in Civil Engineering, 2021, 33(4): 040210128.

      [2]Liu X G, Zhang W P*, Miao J J. Probability distribution model of stress impact factor for corrosion pits of high-strength prestressing wires [J]. Engineering Structures, 2021, 230: 111686.

      [3]Zuo H R, Zhang W P*, Wang B T, Gu X L Seismic behaviour of masonry infilled hinged steel frames with openings: Experimental and numerical studies[J]. Bulletin of Earthquake Engineering, 2021, 19: 1311-1335.

      [4]Qiu J L, Zhang H, Zhou J T, Zhang W P*. An SMFL-based non-destructive quantification method for the localized corrosion cross-sectional area of rebar[J]. Corrosion Science 2021, 192: 109793.

      [5]Jia D F*, Zhang W P,Wang Y H, Liu Y P. A New Approach for Cylindrical Steel Structure Deformation Monitoring by Dense Point Clouds[J]. Remote Sensing. 2021, 13: 2263.

      [6]Jia D F, Zhang W P, Liu Y P*. Systematic Approach for Tunnel Deformation Monitoring with Terrestrial Laser Scanning[J]. Remote Sensing. 2021,13: 3519.

      [7]Gu X L, Chen Z Y, Yu Q Q*, Ghafoori E. Stress recovery behavior of an Fe-Mn-Si shape memory alloy[J]. Engineering Structures, 2021, 243: 112710.

      [8]Jiang C, Yu Q Q*, Gu X L. A unified bond-slip model for the interface between FRP and steel[J]. Composites Part B, 2021, 227: 109380.

      [9]Chen J, Zhang H P, Yu Q Q*. Monotonic and fatigue behavior of steel-concrete composite beams subjected to corrosion[J]. Structures, 2021, 34: 1973-1984.

      [10]Yu Q Q, Liu S Q, Wang J J, Xu M L, Zhang W X, Cheng L M*, Zhu R*. Effects of a contusion load on spinal cord with different curvatures Computer Methods in Biomechanics and Biomedical Engineering, 2021, 24(12): 1302-1309.

      [11]Guo H Y, Dong Y, Gardoni P, Gu X L. Time-Dependent Reliability Analysis Based on Point-Evolution Kernel Density Estimation: Comprehensive Approach with Continuous and Shock Deterioration and Maintenance [J]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2021, 7(3): 04021032.

      [12]Qiu L, Lin F*, Wu K C, Gu X L. Progressive collapse resistance of RC T-beam cable subassemblages under a middle-column-removal scenario. Journal of Building Engineering, 2021, 42(10):102814

      [13]Gu X L*, Zhang B, Wang Y,Wang X L. Experimental investigation and numerical simulation on progressive collapse resistance of RC frame structures considering beam flange effects [J]. Journal of Building Engineering, 2021(42): 102797.

      [14]Jia J Y, Gu X L*. Effects of coarse aggregate surface morphology on aggregate-mortar interface strength and mechanical properties of concrete [J]. Construction and Building Materials, 2021 (294): 123515.

      [15]Guo H Y, Dong Y, Emilio B A, Gu, X L. Probabilistic failure analysis, performance assessment, and sensitivity analysis of corroded reinforced concrete structures [J]. Engineering Failure Analysis, 2021(124): 105328

      [16]Yang X J, Lin F*, Gu X L. Experimental study on a novel method to improve progressive collapse resistance of RC frames using locally debonded rebars [J]. Journal of Building Engineering, 2021, 41(9): 102428

      [17]Zhang W P, Chen J P, Yu Q Q*, Gu X L. Corrosion evolution of steel bars in RC structures based on Markov chain modeling [J], Structural safety, 2021, 88: 102037.

      [18]Chen Z Y, Li W T, Yu Q Q*. Characterization of damage and healing of cement matrices based on fly ash under repeated loading, Journal of Materials in Civil Engineering, 2021, 33(1): 04020408

      [19]Gao P, Sun D Q , Zhao Y H, Hong L, Wang Z L,Chen T. Effect of the corner radius on the axial compressive performance of large steel-reinforced concrete columns confined by carbon fibre-reinforced polymer [J]. Engineering Structures, 2021(239): 112303.

      [20]Vichet K, Chen T*, Li L Z. Numerical study of fatigue life of SMA/CFRP patches retrofitted to central-cracked steel plates[J]. Construction and Building Materials. 2021(284): 122845.

      [21]Chen T, Fang Q, Zhang C H, Li W C, Xiao Z G. Numerical study on the compression-bending response of grouted connections in offshore structures [J]. Journal of Constructional Steel Research. 2021, 185: 106839.

      [22]Qian H.Y., Guo J.C, Yang X.M., Lin F*. Seismic rehabilitation of gravity load-designed interior RC beam-column joints using ECC-infilled steel cylinder shell. Structures, 2021, 34(12): 1212-1228

      [23]Song X.B., Wu Y.J., Jiang H.Y., Chen C. Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings. Journal of Structural Engineering, 2021,148(3): 04021293

      [24]Li Chen-zhi, Song Xiao-bin, Jiang Linhua. A time dependent chloride diffusion model for predicting initial corrosion time of reinforced concrete with slag addition. Cement and Concrete Research 145 (2021) 106455



    • 2020年

      [1]Guo H Y, Dong Y, Gu X L*. Two-step translation method for time-dependent reliability of structures subject to both continuous deterioration and sudden events [J]. Engineering Structures, 2020(225): 111291.

      [2]Li L Z, Chen T*, Gu X L.,Ghafoori E. Heat-activated SMA-CFRP composites for fatigue strengthening of cracked steel plates [J]. Journal of Composites for Construction, ASCE, 2020, 24(6): 04020060.

      [3]Chen J Y, Zhang W P*, Gu X L. Experimental and numerical investigation of chloride-induced reinforcement corrosion and mortar cover cracking[J]. Cement and Concrete Composites, 2020 (111): 103620.

      [4]Chen T, Huang C*, Zhang C H, Wang X, Zhao Q, Yuan G K, Liu J C. Static behavior modeling of grouted connections under lateral loading for offshore wind turbine structures [J]. Thin-Walled Structures. 2020(149): 106517.

      [5]Chen T*, Yao J X, Liu R Y,  Li L Z. Fatigue behavior of steel plates with multi-holes repaired by CFRP [J]. Composite Structures. 2020(242) 112163.

      [6]Jiang C*, Fang J, Chen J Y, Gu X L*. Modeling the instantaneous phase composition of cement pastes under elevated temperatures [J]. Cement and Concrete Research, 2020(130): 105987.

      [7]Zhang W P*, Zhang Y P, Li H, Gu X L. Experimental investigation of fatigue bond behavior between deformed steel bar and concrete [J]. Cement and Concrete Composites, 2020(108): 103515.

      [8]Gu X L*, Hua J J, Cai M. Seismic responses of reinforced concrete intermediate short columns failed in different modes [J]. Engineering Structures, 2020(206): 110173.

      [9]Gu X L*,  Dong Z, Yuan Q, Zhang W P. Corrosion of Stirrups under Different Relative Humidity Conditions in Concrete Exposed to Chloride Environment [J]. Journal of Materials in Civil Engineering, ASCE, 2020, 32(1): 4019329.

      [10]Guo H Y, Dong Y, Gu X L. Durability assessment of reinforced concrete structures considering global warming: A performance-based engineering and experimental approach [J]. Construction and Building Materials, 2020(233): 117251.

      [11]Qiu L, Lin F and Wu K C. Improving progressive collapse resistance of RC beam-column subassemblages using external steel cables. Journal of Performance of Constructed Facilities, 2020, 34(1): 04019079.

      [12]Chen T, Zhang C H, Wang X*, Zhao Q, Yuan G K., Liu J C. Hysteretic behavior of grouted connections in offshore wind turbine support structures [J]. Journal of Steel Construction and Research. 2020, 164C (2020): 105783.

      [13]Lin F, Zhao P. Behavior of Grouted Sleeve Splice for Steel Profile under Tensile Loadings. Materials, 2020, 13(9), 2037.

      [14]Wu Y.J., Song X.B., Ventura C., Lam F. Rocking effect on response mechanism of a multi-story timber pagoda model. Engineering Structures, 2020, 209(110009)

      [15]Wu Y.J., Song X.B., Ventura C. Lam F. Modelling hysteretic behaviour of lateral load-resisting elements in traditional Southeast Asian timber structures. Journal of Structural Engineering, ASCE, 2020, 146(5): 04020062

      [16]Song X B, Cai Q, Li Y Q, Li C Z. Bond behavior between steel bars and carbon nanotube modified concrete. Construction and Building Materials, 2020, 255, 119339

      [17]Chen T*, Cao C C, Zhang C H, Wang X, Chen K and Yuan G K. Numerical modeling and parametric analysis of grouted connections under axial loading [J]. Thin-Walled Structures. 2020, 154(2020): 106880

      [18] Chen T*, Fang Q, Zhang C H, Chen K. and Yuan G K. Mechanical behavior of grouted connections under compression-bending loads [J]. Thin-Walled Structures. 2020, 157 (2020): 107110

      [19]Zhu R, Chen Y H, Yu Q Q, Liu S Q, Wang J J, Zeng Z L, Cheng L M*. Effects of contusion load on cervical spinal cord: A finite element study. Mathematical Biosciences and Engineering, 2020, 17(3): 2272–2283.

      [20]Li W T, Jiang Z W*, Yu Q Q. Multiple damaging and self-healing properties of cement paste incorporating microcapsules. Construction and Building Materials, 2020, 255: 119302.

      [21]Ren C, Wang H W, Huang Y E, Yu Q Q*. Post-fire mechanical properties of corroded grade D36 marine steel. Construction and Building Materials, 2020, 263: 120120.

    • 2019年

      [1]Zhang W P, Chen J Y, Luo X J. Effects of impressed current density on corrosion induced cracking of concrete cover [J]. Construction and Building Materials, 2019 (204): 213-223.

      [2]Zhang W P, Li C K, Gu X L, Zeng Y H. Variability in Cross-Sectional Areas and Tensile Properties of Corroded Prestressing Wires [J]. Construction and Building Materials, 2019 (228): 116830.

      [3]Chen J Y, Zhang W P*, Gu X L. Modeling time-dependent circumferential non-uniform corrosion of steel bars in concrete considering corrosion-induced cracking effects[J]. Engineering Structures, 2019, 201:109766.

      [4]Jiang Z L, Gu X L*, Huang Q H, Zhang W P. Statistical analysis of concrete carbonation depths considering different coarse aggregate shapes [J]. Construction and Building Materials, 2019 (229): 116856.

      [5]Chen T, Wang X, Gu X L*, Zhao Q, Yuan G K, Liu J C.  Axial compression tests of grouted connections in jacket and monopile offshore wind turbine structures [J]. Engineering Structures, 2019(196): 109330.

      [6]Hong L, Gu X L*, Lin F, Gao P, Sun L Z. Effects of Coarse Aggregate Form, Angularity, and Surface Texture on Concrete Mechanical Performance [J]. Journal of Materials in Civil Engineering, ASCE, 2019, 31(10): 04019226

      [7]Hua J J, Eberhard M O, Lowes L N, Gu X L*. Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns [J]. Journal of Structural Engineering, ASCE, 2019, 145(10): 04019096

      [8]Jiang Z L, Xi Y P, Gu X L*, Huang Q H, Zhang W P. Modelling of water vapour sorption hysteresis of cement-based materials based on pore size distribution [J], Cement and Concrete Research, 2019(115): 8-19.

      [9]Wang M Q, Song X B*, Gu X L, Tang J Y. Bolted glulam beam-column connections under different combinations of shear and bending. Engineering Structures, 2019, 181:281-292

      [10]Chen T, Huang C, Hu L, Song, X B*. Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials. Thin-Walled Structures. 2019, 135: 486-493.

      [11]Huang C., Chen T*, Feng S Y. Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens. Engineering Structures. 2019, 183 (2019): 398-407.

      [12]Chen J, Zhang H P, Yu Q Q*. Static and fatigue behavior of steel-concrete composite beams with corroded studs[J]. Journal of Constructional Steel Research, 2019, 156: 18-27.

      [13]Li W T, Ling C W, Jiang Z W*, Yu Q Q. Evaluation of the potential use of form-stable phase change materials to improve the freeze-thaw resistance of concrete[J]. Construction and Building Materials, 2019, 203: 621-632.

      [14]Yu Q Q, Gu X L, Zhao X L, Zhang D M*, Huang H W, Jiang C. Characterization of model uncertainty of adhesively bonded CFRP-to-steel joints[J]. Composite Structures, 2019, 215: 150-165.

      [15]Chen T, Huang C*. Fatigue tests on edge cracked four-point bend steel specimens repaired by CFRP [J]. Composite Structures. 2019, 219 (2019): 31-41.

      [16]Li L Z, Chen T*, Zhang N X, Hidekuma Y. Test on fatigue repair of central inclined cracked steel plates using different adhesives and CFRP, prestressed and non-prestressed [J]. Composite Structures. 2019, 216 (2019): 350-359

      [17]Li L Z, Chen T*, Zhang N X Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks [J]. Engineering Structures. 2019, 185 (2019): 194-202.

      [18]Lin F* and Guo J C. Shear transfer of concrete strengthened using bolted steel plates. Construction and Building Materials, 2019, 212:109-120.

      [19]Li Z X, Chen T*, Wang X. Behavior of flat grouted connections subjected to lateral pressure and vertical load [J]. Construction and Building Materials. 2019, 212 (2019): 329-341.

      [20]Xie F, Chen J, Yu Q Q*, Dong X L. Behavior of cross arms inserted in concrete-filled circular GFRP tubular columns[J]. Materials, 2019, 12: 2280.

      [21]Liu R Y, Chen T*, Li L Z, Tateishi K. A practical stress intensity factor formula for CFRP-repaired steel plates with a central crack [J]. Journal of Steel Construction and Research. 2019, 162C (2019): 105755.

      [22]Wang Z Y*, Yuan F, Chen Y, Wang Q Y*, Chen T, Zhou X F, Liu Z F. Fatigue resistance of post-buckled slender trapezoidal corrugated webs in girders with stiff flanges [J]. Engineering Structures. 2019, 198 (2019): 109478.

      [23]Ye Z W, Zhang W P*, Gu X L. Experimental Investigation on Shear Fatigue Behavior of Reinforced Concrete Beams with Corroded Stirrups[J]. ASCE Journal of Bridge Engineering, 2019, 24(2): 04018117.

    • 2018年

      [1]Jiang C, Huang Q H, Gu X L*, Zhang W P. Modeling the effects of fatigue damage on concrete carbonation [J]. Construction and Building Materials, 2018(191): 942-962.

      [2]Gu X L*, Wang L, Zhang W P, Cui W. Cyclic behaviour of hinged steel frames enhanced by masonry columns and/or infill walls with/without CFRP [J]. Structure and Infrastructure Engineering, 2018, 14(11): 1470-1485.

      [3]Chen J Y, Zhang W P*, Gu X L. Mesoscale model for cracking of concrete cover induced by reinforcement corrosion[J]. Computers and Concrete, 2018, 22(1): 53-62.

      [4]Min H G, Zhang W P*, Gu X L. Effects of load damage on moisture transport and relative humidity response in concrete[J]. Construction & Building Materials, 2018, 169:59-68.

      [5]Ye Z W, Zhang W P*, Gu X L. Modeling of Shear Behavior of Reinforced Concrete Beams with Corroded Stirrups Strengthened with FRP Sheets[J]. Journal of Composites for Construction, 2018,22(5): 04018035.

      [6]Ye Z W, Zhang W P*, Gu X L. Deterioration of shear behavior of corroded reinforced concrete beams[J]. Engineering Structures, 2018, 168:708-720.

      [7]Chen T*, Xia Z C, Wang X, Zhao Q, Yuan G K and Liu J C. Experimental study on grouted connections under lateral loading with constant axial load ratios. Engineering Structures.2018, 176 (2018): 801-811.

      [8]Chen T, Li Z X, Wang X*, Zhao Q, Yuan G K and Liu J C. Experimental study on ultimate bending performance of grouted connections in offshore wind turbine support structures. Thin-Walled Structures. 2018, 132C (2018): 522-536.

      [9]Zhang Q Z, Gu X L*, Jiang Z L, Zhang W P. Similarities in Accelerated Chloride Ion Transport Tests for Concrete in Tidal Zones [J]. ACI Materials Journal, 2018, 115(4): 499-507

      [10]Yu Q Q*, Gao R X, Gu X L, Zhao X L, Chen T. Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading[J]. Engineering Structures, 2018, 175: 76-85.

      [11]Chen, T. *, Wang, X., Zhao, Q., and Yuan, G. K. A numerical investigation on grouted connections for offshore wind turbines under combined loads [J]. Journal of Marine Engineering and Technology. DOI:10.1080/20464177.2018.1507443

      [12]Jiang C, Gu X L*, Huang Q H, Zhang W P. Carbonation depth predictions in concrete bridges under changing climate conditions and increasing traffic loads [J]. Cement and Concrete Composites, 2018(93):140-154.

      [13]Chen T, Li L Z, Zhang N X, Song X B*, Hidekuma Y. Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets [J]. Thin-Walled Structures. 2018, 130C (2018): 414-423.

      [14]Lin F and Hua J Y. Shear Transfer of Concrete Strengthened with Externally Bonded CFRP Strips Inclined to Shear Plane. Construction and Building Materials, 179 (2018) 379–389.

      [15]Chen T, Gu X L*, Qi M, Yu Q Q. Experimental study on fatigue behavior of cracked rectangular hollow section steel beams repaired with prestressed CFRP plates [J]. Journal of Composites for Construction, 2018, 22(5): 04018034

      [16]Chen T*, Wang X, Qi M. Fatigue improvements of cracked rectangular hollow section steel beams strengthened with prestressed CFRP plates [J]. Thin-Walled Structures. 2018, 122C (2018): 371-377.

      [17]Chen T, Wang X*, Yuan G K, Liu J C. Fatigue bending test on grouted connections for monopile offshore wind turbines [J]. Marine Structures. 2018, 60C(2018): 52-71.

      [18]Crayssac E, Song X B*, Wu Y J, Li K. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill. Engineering Structures, 2018, 161: 223-230

      [19]Wang M Q, Song X B*, Gu X L. Three dimensional combined elastoplastic and damage model for nonlinear analysis of wood. Journal of Structural Engineering, 2018,144(8):04018103

      [20]Song X B*, Li K, Crayssac E, Wu Y J. Lateral performance of self-tapping screws retrofitted traditional heavy timber frames with mortise-tenon joints, Journal of Structural Engineering, 2018, 144(10): 04018187

      [21]Gu X L* , Guo H Y, Zhou B B, Zhang W P, Jiang C. Corrosion non-uniformity of steel bars and reliability of corroded RC beams [J]. Engineering Structures, 2018 (167): 188-202.

      [22]Zhang W P, Zhang H F, Gu X L*, Liu W. Structural behavior of corroded reinforced concrete beams under sustained loading [J]. Construction and Building Materials, 2018 (174): 675-683.

      [23]Wu Y J, Song X B*, Gu X L, Luo L. Dynamic performance of a multi-story traditional timber pagoda [J]. Engineering Structures, 2018(159): 277-285.

      [24]Zhou B B, Gu X L*, Guo H Y, Zhang W P, Huang, Q H. Polarization behavior of activated reinforcing steel bars in concrete under chloride environments [J]. Construction and Building Materials, 2018(164): 877-887.

      [25]Zhang D M, Gu X L, Yu Q Q*, Huang H W, Wan B L, and Jiang C. Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty. Composite Structures, 2018, 185, 786-806.

      [26]Yu Q Q, Wu Y F*. Fatigue retrofitting of cracked steel beams with CFRP laminates. Composite Structures, 2018, 192, 232-244.

      [27]Chen T, Hu L, Zhang N X, Yu Q Q*. Boundary element analysis of fatigue behavior for CFRP-strengthened steel plates with center inclined cracks. Thin-Walled Structures, 2018, 125, 164-171.

      [28]Lin F, Qiu L and Pan Y F. Design and Construction of Suspended Cabins to Resist Progressive Failure - MCC Building in Shanghai. Structural Engineering International,2018(1): 81-84.

      [29]Hu Y J, Jiang C*, Liu W, Yu Q Q, Zhou Y L. Degradation of the In-plane Shear Modulus of Structural BFRP Laminates Due to High Temperature[J]. Sensors, 2018, 18: 3361.

      [30]Lin F and Jiang W M. Design-oriented acceleration response spectrum for ground vibrations caused by collapse of large–scale cooling towers in NPPs. Nuclear Engineering and Technology, 2018(50): 1402-1411.

    • 2017年

      [1]Zhang W P*, Ye Z W, Gu X L. Assessment of Fatigue Life for Corroded Reinforced Concrete Beams under Uniaxial Bending[J]. ASCE Journal of Structural Engineering, 2017, 143(7): 04017048.

      [2]Zhang W P*, Ye Z W, Gu X L. Effects of Stirrup Corrosion on Shear Behavior of Reinforced Concrete Beam[J]. Journal of Structure and Infrastructure Engineering, 2017, 13(8): 1081-1092.

      [3]Min H G, Zhang W P*, Gu X L, Cerny R. Coupled heat and moisture transport in damaged concrete under an atmospheric environment[J]. Construction & Building Materials, 2017, 143:607-620.

      [4]Yu Q Q*, Wu Y F. Fatigue durability of cracked steel beams retrofitted with high strength materials. Construction and Building Materials, 2017, 155, 1188–1197.

      [5]Yu Q Q, Wu Y F*. Fatigue behaviour of cracked steel beams retrofitted with CFRP laminates. Advances in Structural Engineering, 2017, DOI: 10.1177/1369433217729518

      [6]Lin F and Zhong Q H. Mitigation of Ground Vibration due to Collapse of a Large-ScaleCooling Tower with Novel Application of Materials as Cushions. Shock and Vibration, 2017, Article ID 6809246.

      [7]Huang, C., Chen, T.* and Wang, X. Compressive characteristics of damaged circular hollow section (CHS) steel columns repaired by CFRP and grout [J]. Thin walled Structures, 2017, 119(2017): 635-645.

      [8]Yu Q Q, Gu X L*, Li Y, Lin F. Collapse Mechanism of Reinforced Concrete Super large Cooling Towers Subjected to Strong Winds [J]. Journal of Performance of Constructed Facilities, ASCE, 2017, 31(6): 04017101

      [9]Lin F, Tang H. Nuclear containment structure subjected to commercial aircraft crash and subsequent vibrations and fire. Nuclear Engineering and Design. 2017, 322(10): 68–80.

      [10]Jiang C, Huang Q H, Gu X L*, Zhang W P. Experimental investigation on carbonation in fatigue-damaged concrete [J]. Cement and Concrete Research, 2017, 99:38-52.

      [11]Liu X G, Zhang W P, Gu X L, Zeng Y H. Degradation of Mechanical Behavior of Corroded Prestressing Wires Subjected to High-Cycle Fatigue Loading [J]. Journal of Bridge Engineering, ASCE, 2017, 22(5): 04017004.

      [12]Jiang C, Gu X L. Analysis of compressive strength development and carbonation depth of high-volume fly ash cement pastes [J]. ACI Materials Journal, 2017, 114(1): 185-186.

      [13]Song X B, Jiang Y M, Gu X L, Wu Y J. Load-carrying capacity of lengthwise cracked wood beams retrofitted by self-tapping screws [J]. Journal of Structural Engineering, ASCE, 2017, 143(6): 04017021.

      [14]Jiang Z L, Xi Y P, Gu X L*, Huang Q H, Zhang W P. Mesoscopic Predictions of Cement Mortar Diffusivity by Analytical and Numerical Methods [J]. Journal of Materials in Civil Engineering, ASCE, 2017, 29(4): 04016256.

      [15]Lin F, Zhang Y. An impulse-based model for impact between two concrete blocks [J]. International Journal of Impact Engineering, 2017, 107:96-107

      [16]Gu X L*, Yu Q Q, Li Y, Lin F. Collapse Process Analysis of Reinforced Concrete Super-Large Cooling Towers Induced by Failure of Columns [J]. Journal of Performance of Constructed Facilities, ASCE, 2017, 31(5):  04017037.

      [17]Jiang C, Gu X L*, Huang Q H, Zhang W P. Deformation of concrete under high-cycle fatigue loads in uniaxial and eccentric compression [J]. Construction and Building Materials, 2017(141): 379-372.

      [18]Song X B, Shang S S, Chen D D, Gu X L*. Multi-walled carbon nanotube reinforced mortar-aggregate interfacial properties [J]. Construction and Building Materials, 2017(133): 57-64.

      [19]Song X B, Li Y Q, Chen C, Lin F, Shang S S. Modeling early age RC slab cracking considering time-dependent bond behaviour. Engineering Structures,2017, 138: 27-34

      [20]Lin F, Sun W B. Experimental and Numerical Studies on Steel-Encased Overlapping Column Transfer Assemblies. Journal of Asian Architecture and Building Engineering, 2017,16(2):371-378.

      [21]Lin F, Li H Z. Safety Analysis of Nuclear Containment Vessels Subjected to Strong Earthquakes and Subsequent Tsunamis.Nuclear Engineering and Technology, 2017, 49:1079-1089.

      [22]Lin F and Wu X B. Effect of sleeve length on deformation properties of grouted splices. GRAĐEVINAR 2017,69(7):531-540

      [23]Lin F, Hua J Y, and Dong Y. Shear Transfer Mechanism of Concrete Strengthened with External CFRP Strips. Journal of Composites for Construction, 2017, 21(2): 04016089

      [24]Lin F, Yang X M, Li K Y, Gu X L and Li X. Failure of wall–slab joint in unreinforced masonry building[J]. Advances in Structural Engineering, 2017, 20(5): 759–771.

    • 2016年

      [1]Wang X, Chen T*, Zhao Q, Yuan G K and Liu J C. Fatigue Evaluation of Grouted Connections under Bending Moment in Offshore Wind Turbines Based on ABAQUS Scripting Interface [J]. International Journal of Steel Structures.2016, 16(4):1149-1159.

      [2]Ba G Z, Miao J J*, Zhang W P, Liu C W. Influence of Cracking on Heat Propagation in Reinforced Concrete Structures [J]. Journal of Structural Engineering, ASCE, 2016, 124, 186-195.

      [3]Lin F, Dong Y, Kuang X X, Lu L. High Strain Rate Behavior in Tension of Reinforcing Steels HPB235, HRB335, HRB400 and HRB500 [J]. Materials, 2016, 9(12), 1013.

      [4]Zhang W P*, Ye Z W, Gu X L. Effects of stirrup corrosion on shear behaviour of reinforced concrete beams [J]. Structure and Infrastructure Engineering, 2016, DOI: 10.1080/15732479.2016.1243563.

      [5]Gao P, Gu X L, Mosallamc A S. Flexural Behavior of Preloaded Reinforced Concrete Beams Strengthened by Prestressed CFRP Laminates [J]. Composite Structures, 2016 (157): 33-50.

      [6]Zhang H F, Zhang W P, Gu X L*, Jin X Y, Jin N G. Chloride penetration in concrete under marine atmospheric environment - analysis of the influencing factors [J]. Structure and Infrastructure Engineering, 2016, 12(11): 1428-1438.

      [7]Zhang W P, Chen H, Gu X L*. Tensile Behavior of Corroded Steel Bars under Different Strain Rates [J]. Magazine of Concrete Research, 2016, 68(3): 127-140.

      [8]Jiang Z L, Huang Q H, Xi Y P, Gu X L*, Zhang W P. Experimental Study of Diffusivity of Interfacial Transition Zone between Cement Paste and Aggregate [J]. Journal of Materials in Civil Engineering, ASCE, 2016. 28(10): 04016109.

      [9]Zhang W P, Min H G, Gu X L. Temperature response and moisture transport in damaged concrete under an atmospheric environment [J]. Construction and Building Materials, 2016(123): 290-299.

      [10]Song X B, Ma Y R, Gu X L, Wang M Q. Carbon fiber reinforced polymer reinforcement for rotational behavior of bolted glulam beam-to-column connections. Journal of Composites for Construction, ASCE, 2016 , 04016096,1-8

      [11]Yu Q Q, and Wu Y F. Fatigue Strengthening of Cracked Steel Beams with Different Configurations and Materials. Journal of Composites for Construction, 2016, 10.1061/(ASCE)CC.1943-5614.0000750, 04016093.

      [12]Yu Q Q, Chen T, Gu X L*, Zhao X L. Boundary element analysis of edge cracked steel plates strengthened by CFRP laminates [J]. Thin-Walled Structures, 2016, 100: 147-157.

      [13]Zhang W P, Du H L, Li Q, Li X, Gu X L. In-plane Seismic Performance of Chinese Traditional Rowlock Cavity Walls under Low-cycle Loading[J]. International Journal of Architechture Heritage, 2016, 10(2-3): 204-216.

      [14]Zhang W P, Chen H, Gu X L*. Bond behaviour between corroded steel bars and concrete under different strain rates [J]. Magazine of Concrete Research, 2016, 68(7): 364-378.

      [15]Lin F, Zhong Q H, Zhang Z. Flexural behaviour of RC beams reinforced with compressive steel bars and two-piece enclosed stirrups. Construction and Building Materials, 2016,126:55-65.

      [16]Lin F, Lu H X, Dong Y. Component model for shear transfer in reinforced concrete[J]. Magazine of Concrete Research, 2016,68(15): 755–767

      [17]Lin F, Wu X B. Mechanical performance and stress-strain relationships for grouted splices under tensile and cyclic loadings.International Journal of Concrete Structures and Materials, 2016, 10 (4):435–450,.

      [18]Zhang W P, Liu X G, Gu X L. Fatigue behavior of corroded prestressed concrete beams[J]. Construction and Building Materials, 2016(106):198-208

      [19]Jiang C, Gu X L*. Discussion of 'Assessing concrete carbonation resistance through air permeability measurements' by R. Neves et al. [Construction and Building Materials 82(2015): 304-309] [J]. Construction and Building Materials, 2016(102): 913-915.

    • 2015年

      [1]Chen T, Qi M, Gu X L* and Yu Q Q. Flexural Strength of Carbon Fiber Reinforced Polymer Repaired Cracked Rectangular Hollow Section Steel Beams [J]. International Journal of Polymer Science, 2015 (2015) Article ID 204861, 9 pages, http://dx.doi.org/10.1155/2015/204861.

      [2]Yu Q Q, Gu X L*, Li Y, Lin F. Collapse-resistant performance of super-large cooling towers subjected to seismic actions [J]. Engineering Structures, 2016(108): 77-89.

      [3]Zhang W P, Tong F, Gu X L, Xi Y P. Study on Moisture Transport in Concrete in Atmospheric Environment[J]. Computers and Concrete,2015,16(5):775-793

      [4]Lin F, Ji H K, Gu X L, Li Y, Wang M R, Lin T. NPP planning based on analysis of ground vibration caused by collapse of large-scale cooling towers. Nuclear Engineering and Design, 2015, 295(12):27–39

      [5]Yu Q Q, Chen T, Gu X L, Zhang N X. Fatigue behaviour of CFRP strengthened out-of-plane gusset welded joints with double cracks [J]. Polymers, 2015, 7(9): 1617-1637.

      [6]Zhang W P, Min H G, Gu X L, Xi Y P, Xing Y S. Mesoscale model for thermal conductivity of concrete [J]. Construction and Building Materials, 2015(98):8-16.

      [7]Song X B, Wu Y J, Gu X L*, Chen C. Bond behaviour of reinforcing steel bars in early age concrete [J]. Construction and Building Materials, 2015(94): 209-217.

      [8]Jiang Z L, Gu X L*, Huang Q H, Zhang W P. Reply to the discussion by Q. Zeng and S.L. Xu of the paper “Numerical simulation of moisture transport in concrete based on a pore size distribution model” [J]. Cement and Concrete Research, 2015(73): 67-69.

      [9]Wang M Q, Song X B, Gu X L, Luo L. Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam. Journal of Structural Engineering, ASCE, 2015, 141(4): 04014121.

      [10]Yu Q Q, Chen T, Gu X L*, Zhao X L, Xiao Z G. Boundary Element Analysis of Fatigue Crack Growth for CFRP Strengthened Steel Plates with Longitudinal Weld Attachment [J]. Journal of Composites for Construction, ASCE, 2015, 19(2): 04014044.

      [11]Liu X L, Tong X H, Yin X J, Gu X L, Ye Z. Videogrammetric Technique for Three-dimensional Structural Progressive Collapse Measurement [J]. Measurement, 2015(63):87-99.

      [12]Jiang C, Gu X L*, Zhang W P, Zou W. Modeling of Carbonation in Tensile Zone of Plain Concrete Beams Damaged by Cyclic Loading [J]. Construction and Building Materials, 2015(77): 479-488

      [13]Huang Q H, Jiang Z L, Gu X L*, Zhang W P, Guo B H. Numerical Simulation of Moisture Transport in Concrete Based on a Pore Size Distribution Model [J]. Cement and Concrete Research, 2015(67):31-43

    • 2014年

      [1]Yu Q Q, Zhao X L, Xiao Z G, Chen T, and Gu X L. Analytical Evaluation of Stress Intensity Factor for CFRP Bonded Steel Plates [J]. Advances in Structural Engineering, 2014, 17(12): 1729-1746.

      [2]Yu Q Q, Zhao X L, Al-mahaidi R, Xiao Z G, Chen T, Gu X L. Tests on Cracked Steel Plates with Diferent Damage Levels Strengthened by CFRP Laminates [J]. International Journal of Structural Stability and Dynamics, 2014, 14(6): 1450018.

      [3]Lin F, Ji H K, Li Y N, Zuo Z X, Gu X L*, Li Y. Prediction of Ground Motion due to the Collapse of a Large-Scale Cooling Tower under Strong Earthquakes [J]. Soil Dynamics and Earthquake Engineering, 2014(65): 43-54.

      [4]Hong L, Gu X L*, Lin F. Influence of Aggregate Surface Roughness on Mechanical Properties of Interface and Concrete [J]. Construction and Building Materials, 2014(65): 338-349.

      [5]Yu Q Q, Zhao X L, Chen T, Gu X L, Xiao Z G. Crack propagation prediction of CFRP retrofitted steel plates with different degrees of damage using BEM [J]. Thin-Walled Structures, 2014(82): 145-158.

      [6]Zhang W P, Zhou B B, Gu X L*, and Dai H C. Probability Distribution Model for Cross-Sectional Area of Corroded Reinforcing Steel Bars [J]. Journal of Materials in Civil Engineering, ASCE, 2014, 26(5): 822–832.

      [7]Li Y, Lin F, Gu X L*, Lu X Q. Numerical Research of a Super-Large Cooling Tower Subjected to Accidental Loads [J]. Nuclear Engineering and Design, 2014(269): 184-192.

      [8]Gu X L*, Wang X L, Yin X J, Lin F, Hou J. Collapse Simulation of Reinforced Concrete Moment Frames Considering Impact Actions Among Blocks [J]. Engineering Structures. 2014(65): 30-41.

      [9]Chen T*, Zhao X L, Gu X L, Xiao Z G. Numerical Analysis on Fatigue Crack Growth Life of Non-Load-Carrying Cruciform Welded Joints Repaired with FRP Materials [J]. Composites Part B: Engineering,  2014(56): 171-177.

    • 2013年

      [1]Gu X L*, Jia J Y, Wang Z L, Hong L, Lin F. Determination of Mechanical Parameters for Elements in Meso-Mechanical Models of Concrete [J]. Frontiers of Structural and Civil Engineering, 2013, 7(4): 391-401

      [2]Gu X L*, Hong L, Wang Z L, Lin F. A Modified Rigid-Body-Spring Concrete Model for Prediction of Initial Defects and Aggregates Distribution Effect on Behavior of Concrete [J]. Computational Materials Science, 2013(77): 355-365.

      [3]Gu X L*, Hong L, Wang Z L, Lin F. Experimental Study and Application of Mechanical Properties for the Interface between Cobblestone Aggregate and Mortar in Concrete [J]. Construction and Building Materials,2013(46):156-166.

      [4]Yu Q Q, Chen T, Gu X L*, Zhao X L, Xiao Z G. Fatigue Behaviour of CFRP Strengthened Steel Plates with Different Degrees of Damage [J]. Thin-Walled Structures, 2013(69): 10-17.

      [5] Lin F, Li Y, Gu X L*, Zhao X Y, Tang D S. Prediction of ground vibration due to the collapse of a 235 m high cooling tower under accidental loads [J]. Nuclear Engineering and Design , 2013(258):89-101.

      [6]Song X B, Gu X L*, Li Y P, Chen T, Zhang W P. Mechanical Behavior of FRP-Strengthened Concrete Columns Subjected to Concentric and Eccentric Compression Loading [J]. Journal of Composites for Construction, ASCE, 2013, 17(3), 336–346.

      [7]Chen T, Xiao Z G, Zhao X L, Gu X L. A boundary element analysis of fatigue crack growth for welded connections under bending [J]. Engineering Fracture Mechanics, 2013(98): 44-51.

      [8]Wang X G, Zhang W P, Gu X L*, Dai H C. Determination of residual cross-sectional areas of corroded bars in reinforced concrete structures using easy-to-measure variables [J]. Construction and Building Materials, 2013(38): 846-853.

      [9]Chen T, Yu Q Q, Gu X L*, Nie G H. Stress Intensity Factors (KI) of Cracked Non-Load-Carrying Cruciform Welded Joints Repaired with CFRP Materials [J]. Composites Part B – Engineering, 2013(45): 1629-1635.

      [10]Li X, Gu X L*, Song X B, Ouyang Y, Feng Z L. Contribution of U-shaped Strips to the Flexural Capacity of Low-Strength Reinforced Concrete Beams Strengthened with Carbon Fibre Composite Sheets [J]. Composites Part B – Engineering, 2013(45): 117-126.

    • 2012年

      [1]Nie G H, Chan C K, Zhao C, and Chen T. Analytic Formulation of Anti-Plane Elastic Field for an Elliptical Inhomogeneity with Polynomial Eigenstrains in Anisotropic Materials [J]. Mechanics of Advanced Materials and Structures, (Accepted on Feb. 14, 2012)

      [2]Gu X L, Chen T *, Li H, Zhang W P, Wang H L. Behavior of Steel-Concrete Composite Cantilever Box Beams under Negative Moment[J]. International Journal of Steel Structures, 2012, 12(4): 509-521.

      [3]Huang Q H, Jiang Z L, Zhang W P, Gu X L, Dou X J.  Numerical Analysis of the Effect of Coarse Aggregate Distribution on Concrete Carbonation [J]. Construction and Building Materials,2012(37): 27-35.

      [4]Gu X L*, Peng B, Chen G L, Li X, Ouyang Y. Rapid Strengthening of Masonry Structures Cracked in Earthquakes Using Fiber Composite Materials [J]. Journal of Composites for Construction, ASCE,  2012, 16(5): 590-603.

      [5]Zhang W P, Song X B, Gu X L*, Li S B. Tensile and fatigue behavior of corroded rebars[J]. Construction and Building Materials. 2012, 34:409-417

      [6]Li X, Gu XL*, Ouyang Y, Song XB. Long-Term Behavior of Existing Low-Strength Reinforced Concrete Beams Strengthened with Carbon Fibre Composite Sheets [J]. Composites Part B – Engineering, 2012, 43(3): 1637-1644.

      [7]Lin F, Song X B, Gu X L, Peng B, Yang L P. Cracking analysis of massive concrete walls with cracking reduction techniques [J]. Construction and Building Materials, 2012, 31:12-21.

      [8]Lin F, Hong L, Gu X L*, Wang X L. Mechanical behaviour of cast in situ reinforced concrete slabs with control joints [J]. Construction and Building Materials, 2012, 28(1):395-404.

      [9]Xiao Z G, Chen T and Zhao X L. Fatigue strength evaluation of transverse fillet welded joints subjected to bending loads [J]. International Journal of Fatigue, 2012, 38(1): 57-64.

      [10]Chen T, Yu Q Q, Gu X L and Zhao X L. Study on fatigue behavior of strengthened non-load carrying cruciform welded joints using carbon fibre sheets [J]. International Journal of Structural Stability and Dynamics, 2012, 12(1): 179-194.

      [11]Zhang W P, Song X B, Gu X L, Tang H Y. Compressive behavior of longitudinally cracked timber columns retrofitted using FRP sheets [J]. Journal of Structural Engineering, ASCE. 2012, 138(1): 90-98

    • 2011年

      [1]Wang X G, Zhang W P, Cui W, Wittmann FH. Bond strength of Corroded steel bars in reinforced concrete structural elements strengthened with CFRP sheets. Cement and Concrete Composites, 2011, 33:513-519

      [2]Li S B, Zhang W P, Gu X L, Zhu C M. Fatigue of reinforcing steel bars subjected to natural corrosion [J]. Open Civil Engineering Journal, 2011, 5(1):  69-74.

      [3]Chen T, Gu X L*, and Li H. Behavior of steel-concrete composite Cantilever beams with web openings under negative moment [J]. International Journal of Steel Structures, 2011, 11(1): 39-49.

      [4]Gu X L, Song XB, Lin F, Li C, Jin XY (2010). Cracking behaviour of cast in situ reinforced concrete slabs with control joints.” Construction and Building Materials, 2011, 25:1398-1406.

    • 2010年及以前

      [1]Song X B. and Lam F. Stability capacity and lateral bracing requirements of wood beam-columns[J]. Journal of Structural Engineering, ASCE, 2010,136(2): 211-218.

      [2]Song X B, Lam F, Huang H, and He MJ. Stability capacity of metal plate connected wood truss assemblies[J]. Journal of Structural Engineering, ASCE. 2010, 136(6):723-730.

      [3]Tian Y, Jin X Y, Jin N G, Gu X L. Micro Expressions of Cement Hydration Kinetics [J]. Rare Metal Materials and Engineering, 2010,  39 (Suppl. 2): 216-219.

      [4]Song X B, Gu X L*, Zhang W P, Zhao T S and Jin X Y. Structural analysis of high-rise reinforced concrete building structures during construction [J]. Structural Engineering and Mechanics, 2010, 36(4): 513-527

      [5]Song X and Lam F. Laterally braced wood beam-columns subjected to biaxial eccentric loading [J]. Computers and Structures, 2009(87): 1058-1066.

      [6]Tateishi K, Chen T and Hanji T. Extremely low cycle fatigue assessment method for un-stiffened cantilever steel columns [J]. Doboku Gakkai Ronbunshuu A, 2008, 64(2), 288-296.

      [7]Wang Z L, Lin F, Gu X L*. Numerical Simulation of Failure Process of Concrete Under Compression Based on Mesoscopic Discrete Element Model [J]. Tsinghua Science and Technology, 2008, 13(s1): 19-25.

      [8]Chen T and Tateishi K. Extremely low cycle fatigue assessment of thick walled steel pier using local strain approach [J]. Journal of Structural Engineering, JSCE, 2007(53A): 485-492.

      [9]Tateishi K, Chen T and Hanji T. A new local strain based approach to low cycle fatigue assessment of welded joint[J]. JSSC Steel Construction Engineering, 2006, 13(52): 73-81.

      [10]Gu X L*, Zhang W P, Ouyang Y, and Li U P. Sharing Capacity of Masonry Structural Walls Strengthened by CFRP Plates [J] . Science and Engineering of Composite Materials, 2005, 12(3) : 193-202.

      [11]Gu X L, Chen Z Y, and Ansari F, Embedded Fiber Optic Crack Sensor for Reinforced Concrete Structures [J]. ACI Structural Journal, 2000, 97(3) : 20-24.

      [12]Gu X L, Chen Z Y, Ansari F. Method and Theory for a Multi-Gauge Distributed Fiber Optic Sensor [J]. Journal of Intelligent Material Systems and Structures, 1999, 10(4) : 266-273.