[1] Yantai Zhang, Yujie Gu, Jingpu Zhang, Kaiqi Zheng, Jiayi Wen, Yubing Leng, Yang Wei. Performance‐Based Plastic Design of Buckling‐Restrained Braced Laminated Bamboo Frame Structures and Seismic Vulnerability Analysis Using Latin Hypercube Sampling. Structural Design Tall Build 2025;34:e70108. https://doi.org/10.1002/tal.70108.
[2] Mengcheng He, Yantai Zhang, Tingting Liu, Mengyao He, Zhiwei Shan. Collapse risk analysis of single-layer spherical lattice shells subjected to near-fault ground motions using Latin hypercube sampling. Soil Dynamics and Earthquake Engineering 2025;199:109694. https://doi.org/10.1016/j.soildyn.2025.109694.
[3] Yantai Zhang, Binjie Xia, Xiang Guo, Baoyin Sun, Die Hu, Yang Wei. Genetic algorithm-enhanced Housner intensity measure for seismic vulnerability analysis of reinforced concrete column-steel beam (RCS) frame structure. Soil Dynamics and Earthquake Engineering 2025; 193: 109320.
[4] 郭翔,刘硕,张延泰. 基于多模态损伤模型的非对称混凝土结构地震损伤评定 [J]. 常州大学学报(自然科学版), 2025, 37 (01): 76-84.
[5] Yantai Zhang, Jinglong Zhang, Jingpu Zhang, Kaiqi Zheng, Yang Wei. Comparative analysis of seismic response and vulnerability of laminated bamboo frame structure under near-field and far-field earthquake actions. Structures 2024; 69: 107321.
[6] Hao Li, Yang Wei, Hao Du, Jiawei Chen, Yantai Zhang. Comparative experimental investigation on mechanical properties of bamboo scrimber and SPF. Structures 2024; 67: 106993.
[7] Hao Li, Yang Wei, Jiawei Chen, Hao Du, Yantai Zhang. Out-of-plane bending and shear behavior of cross-laminated bamboo and timber under four-point loading with variable spans. Engineering Structures 2025; 323: 119273.
[8] Baoyin Sun, Zhenrui Zeng, Kai Wang, Jinzhe Ye, Yantai Zhang, Jinping Ou. Dual-reduction order parallel simulation of large-scale problems with local material nonlinearities. Soil Dynamics and Earthquake Engineering 2024; 182: 108721.
[9] Tingting Liu, Mengcheng He, Yantai Zhang, Baoyin Sun, Die Hu, Zhiwei Shan. Seismic vulnerability analysis of single-layer lattice shells with different rise-to-span ratios: Focusing on the selection of S(T1)-based intensity measures. Structures 2024; 65: 106671.
[10] Tingting Liu, Yantai Zhang. Static Stability Behavior-Based Seismic Damage Endurance Assessment of Long-Span Single-Layer Spherical Lattice Shells. Journal of Earthquake Engineering 2024; 28: 3489–514.
[11] Xiang Guo, Shuo Liu, Xiang Wang, Fujian Yang, Yantai Zhang. A Three-Dimensional Seismic Damage Assessment Method for RC Structures Based on Multi-Mode Damage Model. Buildings 2024;14:739.
[12] Baoyin Sun, Zhenrui Zeng, Yantai Zhang, Wei Shen, Jinping Ou. An effective geometric nonlinear analysis approach of framed structures with local material nonlinearities based on the reduced-order Newton-Raphson method. Soil Dynamics and Earthquake Engineering. 2023, 172, 107991.
[13] Yantai Zhang, Ruihan Shen, Baoyin Sun, Tingting Liu, Yongan Shi, and Luyao Li. Selection of Ground Motion Intensity Measures in Fragility Analysis of a Mega-Scale Steel Frame Structure at Separate Limit States: A Case Study. Buildings, 2022, 12, 1530.
[14] Baoyin Sun, Yantai Zhang, Denghui Dai, Wang, L, Jinping Ou. Seismic fragility analysis of large‐scale frame structures with local nonlinearities using an efficient reduced‐order NR method. Soil Dynamics and Earthquake Engineering. 2023, 164, 107559.
[15] Xiao Lai, Zheng He, Yuanyuan Chen, Yantai Zhang, Zhenhui Li, Zhuang Guo, Ling Mad. A modified spectral-velocity-based earthquake intensity measure for super high-rise buildings. Soil Dynamics and Earthquake Engineering, 2022, 162, 107504.
[16] Xinyu Ouyang, Yantai Zhang, Xiaoying Ou, Yongan Shi, Shiyu Liu, Jingxian Fan, Seismic fragility analysis of buckling-restrained brace-strengthened reinforced concrete frames using a performance-based plastic design method, Structures, 2022, 43, 338-350.
[17] Yantai Zhang, Xinyu Ouyang, Baoyin Sun, Yongan Shi, Zheng Wang. A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation, Bulletin of Earthquake Engineering, 2022, 20, 1455–1487.
[18] Yantai Zhang, Baoyin Sun, Yongan Shi, Zheng Wang. Estimation of Aleatory Randomness by Sa(T1)-Based Intensity Measures in Fragility Analysis of Reinforced Concrete Frame Structures. CMES-Computer Modeling in Engineering & Sciences, 2022, 130(1), 73–96.
[19] Yantai Zhang, Zheng He. Acceptable values of collapse margin ratio with different confidence levels. Structural Safety, 2020, 84: 101938.
[20] Yantai Zhang, Zheng He. Seismic collapse risk assessment of super high-rise buildings considering modeling uncertainty: A case study. The Structural Design of Tall and Special Buildings, 2020, 29: e1687.
[21] Yantai Zhang, Zheng He. Appropriate ground motion intensity measures for estimating the earthquake demand of floor acceleration-sensitive elements in super high-rise buildings, Structure and Infrastructure Engineering, 2019, 15(4): 467- 483.
[22] Yantai Zhang, Zheng He, Youfu Yang. A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings, Bulletin of Earthquake Engineering, 2018, 16(2): 643-677.
[23] Yantai Zhang, Zheng He, Wengao Lu, Youfu Yang. A spectral-acceleration-based linear combination-type earthquake intensity measure for high-rise buildings, Journal of Earthquake Engineering, 2018, 22(8):1479-1508.
[24] Baoyin Sun, Yantai Zhang, Caigui Huang. Machine Learning-Based Seismic Fragility Analysis of Large-Scale Steel Buckling Restrained Brace Frames. Computer Modeling in Engineering & Sciences, 2020, 125(2): 755-776.
[25] Zheng He, Ning An, Yantai Zhang. The 50-year expectations of structural residual seismic capacity ratios based on uniform collapse probabilities, Bulletin of Earthquake Engineering, 2019, 17(5): 2459-2484.
[26] Zheng He, Zheng Wang, Yantai Zhang. Collapse safety margin and seismic loss assessment of RC frames with equal material cost, The Structural Design of Tall and Special Buildings, 2018, 27(1): e1407.
[27] Zheng He, Xiang Guo, Yantai Zhang, Xiaoying Ou. A global seismic damage model of RC structures based on structural modal properties, Journal of Structural Engineering, 2018, 144(10): 04018171.
[28] 羡丽娜, 何政, 张延泰. 考虑年均倒塌概率的结构倒塌安全储备可接受值，工程力学, 2017, 34 (4): 88-100.
[29] 张延泰,郑开启,王立彬,黄林杰. 《工程结构抗震与防灾》课程思政建设——以汶川地震课程思政资源的开发与利用为例[J].高等教育前沿, 2022, 05(05):125-127.
