| Seismic behavior of precast concrete beam-column joints with steel strand inserts under cyclic loading JB Yu, W Zhang, ZZ Tang, X Guo, S Pospíšil Engineering Structures 216, 110766, 2020 | 49 | 2020 |
| Numerical modeling of response of CFRP–Concrete interfaces subjected to fatigue loading W Zhang, Z Tang Journal of Composites for Construction 25 (5), 04021043, 2021 | 48 | 2021 |
| Assessment of FRP–concrete interfacial debonding with coupled mixed-mode cohesive zone model W Zhang, Z Tang, Y Yang, J Wei Journal of Composites for Construction 25 (2), 04021002, 2021 | 45 | 2021 |
| Mixed-mode debonding behavior between CFRP plates and concrete under fatigue loading W Zhang, Z Tang, Y Yang, J Wei, P Stanislav Journal of Structural Engineering 147 (5), 04021055, 2021 | 42 | 2021 |
| Residual strength of steel structures after fire events considering material damages Z Tang, T Wei, Y Ma, L Chen Arabian Journal for Science and Engineering 44, 5075-5088, 2019 | 20 | 2019 |
| Residual seismic performance of steel bridges under earthquake sequence Z Tang, X Xie, T Wang Earthquakes and Structures 11 (4), 649-664, 2016 | 16 | 2016 |
| Study on FE models in elasto-plastic seismic performance evaluation of steel arch bridge Z Tang, X Xie, T Wang, J Wang Journal of Constructional Steel Research 113, 209-220, 2015 | 16 | 2015 |
| Experimental and numerical study of combined high and low cycle fatigue performance of low alloy steel and engineering application Z Tang, Z Chen, Z He, X Hu, H Xue, H Zhuge Materials 14 (12), 3395, 2021 | 14 | 2021 |
| Damage characteristics of thin-walled steel arch bridges subjected to in-plane earthquake action X Xie, H Zhuge, Z Tang, T Wang, Y Liao Journal of Constructional Steel Research 151, 70-82, 2018 | 13 | 2018 |
| Effect of hysteretic constitutive models on elasto-plastic seismic performance evaluation of steel arch bridges T Wang, X Xie, C Shen, Z Tang Earthquakes and Structures 10 (5), 1089-1109, 2016 | 12 | 2016 |
| Fatigue crack propagation characteristics of high‐tensile steel wires for bridge cables XL Zheng, X Xie, XZ Li, ZZ Tang Fatigue & Fracture of Engineering Materials & Structures 42 (1), 256-266, 2019 | 11 | 2019 |
| Case study on stability performance of asymmetric steel arch bridge with inclined arch ribs X Hu, X Xie, Z Tang, Y Shen, P Wu, L Song Steel and Composite Structures 18 (1), 273-288, 2015 | 10 | 2015 |
| Prediction of the elastoplastic in-plane buckling of parabolic steel arch bridges Z Tang, W Zhang, J Yu, S Pospíšil Journal of Constructional Steel Research 168, 105988, 2020 | 8 | 2020 |
| Effects of pre-fatigue damages on ultimate strength of steel columns: From material to structure Z Tang, X Hu, J Jiang, H Xue, H Zhuge Journal of Constructional Steel Research 195, 107358, 2022 | 7 | 2022 |
| Experimental and numerical study of mechanical properties for the double-ribbed reinforced beam-column connection HW Ma, H Zheng, W Zhang, Z Tang ADVANCED STEEL CONSTRUCTION 16 (4), 297-309, 2020 | 7 | 2020 |
| Research on the multi-shear spring model for circular-section steel piers H Zhuge, X Xie, S Chen, Z Tang Journal of Constructional Steel Research 188, 107041, 2022 | 5 | 2022 |
| Low cycle fatigue properties and fracture mechanism of Q345qC steel and its welded joint YH Liao, X Xie, ZZ Tang J. Zhejiang Univ 52, 73-81, 2018 | 5 | 2018 |
| Investigation of elasto-plastic seismic response analysis method for complex steel bridges Z Tang, X Xie, Y Wang, J Wang Earthq. Struct 7 (3), 333-347, 2014 | 4 | 2014 |
| Elastoplastic hysteretic behavior and constitutive models of in-service structural steel considering fatigue-induced pre-damages Z Tang, X Yang, Q Liu, Y Pan, L Kong, H Zhuge Construction and Building Materials 392, 131912, 2023 | 3 | 2023 |
| Research on seismic performance and reinforcement methods for self-centering rocking steel bridge piers H Zhuge, C Niu, R Du, Z Tang Applied Sciences 13 (16), 9108, 2023 | 3 | 2023 |
