王震，东南大学青年首席教授、博士生导师，国家级高层次青年人才，山东菏泽人。

2018年12月博士毕业于东南大学土木工程学院，随后在香港大学土木工程系开展博士后研究，2022年7月入职东南大学土木工程学院。

主要研究方向包括：

1）自复位预制混凝土桥梁抗震性能；

2）基于UHPC局部增强的预制混凝土结构性能提升及快速拼装；

3）MiC混凝土高层建筑抗侧力结构体系创新；

4）基于机器学习方法的预制混凝土结构性能预测；

5）低碳混凝土建筑“材-力-碳”多极限一体化设计。

主持国家自然科学基金海外优青项目、国家自然科学基金青年项目、国家自然科学基金重点项目课题、江苏省自然科学基金青年项目等多项，作为核心骨干参与国家自然科学基金重点项目2项、香港研究影响基金1项（1430万港币）、重大桥梁工程科研项目10余项。

获得2020年度江苏省优秀博士论文、2020年度美国ASCE学会T Y Lin预应力奖提名、2022年度国际先进材料学会青年科学家奖，参与获得2021年度中国产学研合作创新成果二等奖、2022年度教育部科技进步一等奖。

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，Google学术总引用近1000次，H指数19，获授权国家发明专利10项，实用新型2项。

长大桥梁安全长寿与健康运维全国重点实验室核心骨干

世界交通运输大会技术委员会青年委员

国际先进材料学会会员

本科生课程：桥梁工程

研究生课程：专业论文写作

1. 国家级高层次青年人才项目，2024.01-2026.12，负责人

2. 国家自然科学基金青年项目：海洋环境下预制拼装桥墩全寿命抗震性能劣化机理及设计方法，2024.01-2026.12，负责人

3. 国家自然科学基金原创探索“双碳”专项项目：基于低碳建筑目标的混凝土材料-结构一体化设计理论与方法，2024.01-2026.12，课题负责人

4. 江苏省自然科学基金青年项目：模块化高层建筑分离式楼板新型UHPC 节点受力性能与计算方法研究，2023.09-2026.08，负责人

5. 中央高校基本科研业务费专项：装配式钢-配筋UHPC 薄板组合体系多重界面传力机制与节点受力性能，2023.06-2026.05，负责人

6. 苏交科一级研发项目：大跨索承桥梁长期性能观测与评估决策技术研究，2023.11-2025.10，负责人

7. 广西交通投资集团有限公司科研项目：400m 级混合梁连续钢构桥施工全过程受力精细化分析与安全控制，2023.12-2026.06，负责人

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.