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个人信息Personal Information
教授
博士生导师
硕士生导师
主要任职：Professor
性别：男
毕业院校：哈尔滨工业大学
学位：博士
所在单位：土木工程系
学科：结构工程. 工程力学
办公地点：大连理工大学综合实验4号楼312室
联系方式：hezheng@dlut.edu.cn
电子邮箱：hezheng@dlut.edu.cn
扫描关注
- [121]欧晓英, 林迟, 张沛洲, 何政, 欧进萍, Ou, X.-Y., Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China, email: ou_xiaoying@163.com.基于OpenSees的锈蚀RC结构底部节点性能研究[J],计算力学学报,2013,30(3):429-436
- [122]李冬晗, 何政, 欧进萍.耗能连梁联肢剪力墙弹塑性数值模拟方法[A],2013,VOL.43:1161-1165
- [123]何政.Application of Spectrum Finite Elements to Simulation on Dynamic Responses of Ultra Tall Building...[A],2013
- [124]何政.OpenSees-based progressive collapse analysis of concrete frames considering impact effects[A],2013
- [125]张昊强, 何政, He, Z.(hezheng1971@126.com).简化波动方法分析结构竖向脉冲效应的反射与透射系数[J],工程力学,2013,30(7):153-160
- [126]何政.Simplified Dynamic Response Analysis of High-rise Buildings Subjected to Impulse-type vertical Gr...[A],2012
- [127]何政, 欧进萍.Seismic Collapse Margin of Structures Using Modified[A],2012
- [128]何政.Effect of Sectional Damage Model on Globe Damage Evolution of Concrete Structures[A],2012
- [129]何政, 黄国辉.框架结构悬链线效应研究新进展[J],力学进展,2012,42(5):547-561
- [130]何政, 蒋碧聪.OpenSees 混合模拟试验技术发展与应用[J],力学进展,2012,42(6):804-820
- [131]欧晓英, 何政, 欧进萍.结构整体损伤模型研究现状及存在的问题[A],2011,91-91
- [132]Huang G., He Z..Beam-to-beam impact behavior of reinforced concrete frames under severe ground motions[A],2011,243-249:1210-1218
- [133]He, Zheng, Jin, Jianping.Axial Compressive Behavior of CFRP-Confined Concrete Columns Subject to Short-Term Preloading[A],2011,163-167:3830-+
- [134]何政.Evaluation on Macro-level based Global Seismic Damage Models[A],2011,1(1)
- [135]何政.Beam-Beam Impact Behavior of Reinforced Concrete Frames under Severe Ground Motions[J],Advanced Materials Research,2011,243(1):1210-1218
- [136]何政.Reliability-based Bond Design for GFRP-reinforced Concrete[J],Materials and Structures,2011,44(8):1477-1489
- [137]何政.Probabilistic Assessment on Flexural Capacity of GFRP-reinforced Concrete Beams Designed by Guide...[J],Construction & Building Materials,2011,25(6):1663-1670
- [138]何政.Probabilistic Evaluation of the Design Development Length of a GFRP Rod Pull-out from Concrete[J],Engineering Structures,2011,33(10):2943-2952
- [139]何政.Axial Compressive Behavior of CFRP-confined Concrete Columns Subject to Short-term Preloading[J],Advanced Materials Research,2011,163(1):3830-3837
- [140]何政.结构整体损伤模型研究现状[A],2011,1(1)