个人简历

学习经历
2007/09－2011/06 河北工程大学，土木工程专业，本科
2011/09－2012/07 哈尔滨工业大学，工程力学专业，基础及专业课程学习
2012/08－2014/06 中国地震局工程力学研究所，工程力学专业，硕士
2014/09－2014/06 中国地震局地球物理研究所，固体地球物理学专业，博士
工作经历
2018/03－至今 华东交通大学，土木建筑学院，讲师

研究领域

工程结构抗震、轨道交通振动与噪声

近期论文

Chen Su, Tang Baizan, Zhao Kai, Li Xiaojun, Zhuang Haiyang. Seismic response of irregular underground structures under adverse soil conditions using shaking table tests[J]. Tunnelling and Underground Space Technology, 2020,95:103145. (SCI)
唐柏赞, 熊立红*, 李小军, 陈苏. 足尺EPSC格构式混凝土填充墙RC框架抗震性能试验研究[J]. 建筑结构学报, 2020:1-10.（EI）
唐柏赞, 陈苏, 倪克闯, 李小军*, 景冰冰. 可液化地基-非规则截面地铁车站地震变形研究[J]. 振动与冲击, 2019, 录用待刊. (EI)
唐柏赞, 陈苏*, 李小军, 庄海洋, 吴旺成, 苗雨. 粉质粘土-非规则截面地铁车站变形特性研究[J]. 中国铁道科学, 2019, 40(05):128-137. (EI)
Baizan Tang, Su Chen, Xiaojun Li*, Lihong Xiong, Hua-Peng Chen, Qingsong Feng. Seismic performance of RC frames with EPSC latticed concrete infill walls [J]. Engineering Structures, 2019, 197:109437. (SCI)
Baizan Tang, Xiaojun Li*, Su Chen, Lihong Xiong. Shaking table test of a RC frame with EPSC latticed concrete infill wall[J]. Shock and Vibration, 2017, (3):1-18. (SCI)
Baizan Tang, Su Chen, Xiaojun Li*, Haiyang Zhang. Numerical simulation on seismic behavior of subway station structure under near-fault ground motions[C]. The International Conference on Civil, Architecture and Environmental Engineering, Taiwan, China, November 4th-6th, 2017:259-264.（EI）
CHEN Su, TANG Bai-zan, LI Xiao-jun*, CHEN Guo-xing, DU Xiu-li. The development of software platform for deterministic assessment of seismic soil liquefaction[C]. 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering (ASCE), Shanghai, China, June 1st-4th, 2016:265-271. (EI)
Baizan Tang, Su Chen, Xiaojun Li*, Aiwen Liu, Guoxing Chen. Numerical simulation on seismic behavior of variable cross-section subway station structure in complex geological ground[C]. 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering (ASCE), Shanghai, China, June 1st-4th, 2016:464-470. (EI)
陈苏, 唐柏赞, 刘爱文, 陈国兴, 李小军. 变截面地铁地下车站三维地震反应特性数值模拟[J]. 地震地磁观测与研究, 2016,37(5):41-48.