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一作/通讯发表高水平期刊论文近50篇，其中SCI期刊论文30余篇。 代表性成果如下： [1] Tongxu Liu, Zhen Wang*, Jingquan Wang, Jian Zhang. Determination of reduction factor of shear key configurations for calculating direct shear strength of precast concrete dry joints using parametric finite-element simulations. Journal of Bridge Engineering-ASCE, 2024, DOI: 10.1061/JBENF2.BEENG-6673. [2] Zhen Wang, Tongxu Liu*, Zilin Long, Jingquan Wang, Jian Zhang. Data-driven model to predict the residual drift of precast concrete columns. Journal of Building Engineering, 2024, 85: 108650. [3] Zhen Wang, Laijian Song, Chuansong Gao, Jingquan Wang*, Shuai Zhang*, Wei Su, Guotang Zhao, Jian Zhang. Cyclic loading test of self-centering precast segmental concrete high-speed railway bridge columns with UHPC-filled duct connections. Engineering Structures, 2023, 293: 116507. [4] Zhen Wang, Tongxu Liu, Zilin Long, Jingquan Wang, Jian Zhang. Predicting the drift capacity of precast concrete columns using explainable machine learning approach. Engineering Structures, 2023, 282: 115771. [5] Wei Pan,Zhen Wang*. Precast concrete coupled shear wall system of modular high-rises without in situ cores. Structural Engineering International-IABSE, 2023, 33(1): 128-140. [6] Wei Pan, Zhen Wang*, Yang Zhang. Novel discrete diaphragm system of concrete high-rise modular buildings. Journal of Building Engineering, 2022, 51: 104342. [7] Zhen Wang, Tongxu Liu*, Zilin Long, Jingquan Wang, Jian Zhang. A machine-learning-based model for predicting the effective stiffness of precast concrete columns. Engineering Structures, 2022, 260: 114224. [8] Tongxu Liu, Zhen Wang*, Zilin Long, Junlin Zeng, Jingquan Wang. Direct shear strength prediction for precast concrete joints using machine learning method. Journal of Bridge Engineering-ASCE, 2022, 27(5):04022026. [9] Zhen Wang, Jingquan Wang*, Guotang Zhao, Jian Zhang. Numerical study on seismic performance of precast UHPC bridge columns considering the buckling behavior of replaceable energy dissipaters. Structure and Infrastructure Engineering, 2022, 18(2): 230-248. [10] Tongxu Liu, Zhen Wang*, Junlin Zeng, Jingquan Wang. Machine-learning-based models to predict shear transfer strength of concrete joints. Engineering Structures, 2021, 249: 113253. [11] Wei Pan, Zhen Wang*, Yang Zhang. Module equivalent frame method for structural design of concrete high-rise modular buildings. Journal of Building Engineering, 2021, 103214. [12] Zhen Wang, Junzheng Zhu, Jingquan Wang*, Guotang Zhao, Shuli Sun, Jian Zhang. UHPC grout-filled pipe sleeve with bolts for large-diameter deformed bars: analytical model on the tensile resistance and design method. Engineering Structures, 2021,245: 112851. [13] Zhen Wang, Wei Pan*, Yang Zhang. Parametric study on module wall-core system of concrete modular high-rises considering the effects of vertical inter-module connections. Engineering Structures, 2021, 241:112436. [14] Jingquan Wang*, Jiaping Liu, Zhen Wang, Tongxu Liu, Jianzhong Liu, Jian Zhang. Cost-effective UHPC for accelerated bridge construction: Material properties, structural elements, and structural applications. Journal of Bridge Engineering-ASCE, 2021, 26(2): 04020117. [15] Zhen Wang, Junzheng Zhu, Jingquan Wang*, Guotang Zhao, Shuli Sun, Jian Zhang. Experimental study on a novel UHPC grout-filled pipe sleeve with mechanical interlocking for large-diameter deformed bars. Engineering Structures, 2021, 226: 111358. [16] Zhen Wang, Wei Pan*. A hybrid coupled wall system with replaceable steel coupling beams for high-rise modular buildings. Journal of Building Engineering, 2020: 101355. [17] Zhen Wang, Wei Pan*, Zhiqian Zhang. High-rise modular buildings with innovative precast concrete shear walls as a lateral force resisting system. Structures, 2020(26): 39-53. [18] Zhen Wang, Jingquan Wang*, Guotang Zhao, Jian Zhang. Numerical study on seismic behavior of precast bridge columns with large-diameter bars and UHPC grout considering the bar-slip effect. Bulletin of Earthquake Engineering, 2020, 18(8): 4963-4984. [19] Zhen Wang, Jingquan Wang*, Guotang Zhao, Jian Zhang. Modeling seismic behavior of precast segmental UHPC bridge columns in a simplified method. Bulletin of Earthquake Engineering, 2020, 18(5): 3317-3349. [20] Zhen Wang, Jingquan Wang*, Junzheng Zhu, Guotang Zhao, Jian Zhang. Energy dissipation and self-centering capacities of post-tensioning precast segmental UHPC bridge columns. Structural Concrete, 2020, 21(2): 517-532. [21] Zhen Wang, Jingquan Wang*, Junzheng Zhu, Jian Zhang. A simplified method to assess seismic behavior of reinforced concrete columns. Structural Concrete, 2020, 21(1): 151-168. [22] Zhen Wang, Jingquan Wang*, Kejian Chen, Jian Zhang. Feasible region of post-tensioning force for precast segmental post-tensioning UHPC bridge piers. Engineering Structures, 2019, 200: 109685. [23] Zhen Wang, Jingquan Wang*, Guotang Zhao, Jian Zhang. Design criterion for self-centering capacity of precast segmental UHPC bridge piers with unbonded posttensioned tendons. Engineering Structures, 2019, 200: 109706. [24] Zhen Wang, Jingquan Wang*, Jianan Qi. Explicit analytical model for seismic shear strength of RC bridge columns. Magazine of Concrete Research, 2019: 71(18): 935-948. [25] Zhen Wang, Jianzhong Liu, Fangyu Han, Jingquan Wang*, Jian Zhang. Large-scale quasi-static testing of precast bridge column with pocket connections using noncontact lap-spliced bars and UHPC grout. Bulletin of Earthquake Engineering, 2019, 17(9): 5021-5044. [26] 王景全*, 王震, 高玉峰, 诸钧政. 预制桥墩体系抗震性能研究进展：新材料、新理念、新应用. 工程力学, 2019, 36(3): 1-23. （《工程力学》(2018年―2023年)高引用率论文） [27] Zhen Wang, Jingquan Wang*, Yuchuan Tang, Yufeng Gao, Jian Zhang. Lateral behavior of precast segmental UHPC bridge columns based on the equivalent plastic hinge model. Journal of Bridge Engineering-ASCE, 2019, 24(3): 04018124. （获美国土木工程学会林同棪奖提名） [28] 王震,王景全*, 修洪亮, 李文超. 矩形空心墩等效塑性铰模型. 中国公路学报, 2019, 32(1): 76-86. [29] 王震,王景全*, 刘桐旭, 修洪亮. 基于变形协调的圆钢管UHPC短柱轴压承载力与变形能力计算模型. 中南大学学报: 自然科学版, 2019, 50(2): 428-436. [30] Tongxu Liu, Zhen Wang, Jian Guo, Jingquan Wang*. Shear strength of dry joints in precast UHPC segmental bridges: Experimental and theoretical research. Journal of Bridge Engineering-ASCE, 2019, 24(1): 04018100. [31] Zhen Wang, Jingquan Wang*, Yuchuan Tang, Tongxu Liu, Yufeng Gao, Jian Zhang. Seismic behavior of precast segmental UHPC bridge columns with replaceable external cover plates and internal dissipaters. Engineering Structures, 2018, 177: 540-555. [32] Jingquan Wang, Zhen Wang*, Tongxu Liu, Jian Zhang. Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns. Bulletin of Earthquake Engineering, 2018, 16(11): 5227-5255. [33] Zhen Wang, Jingquan Wang*, Tongxu Liu, Jian Zhang. An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier. Engineering Structures, 2018, 161: 176-191. [34] Zhen Wang,Jingquan Wang*, Tongxu Liu. Axial compression ratio limit for self-centering precast segmental hollow piers. Structural Concrete, 2017, 18(5): 668-679. |
