科研项目信息

[1]主持国家青年基金项目（项目批准号：51608452  2017/01-2019/12）

[2]主持中央高校基本科研业务费专项资金科技创新项目（2015/01-2016/12）

[3]主持西南交通大学峨眉校区高层次人才队伍建设科研支撑项目（2015/04-2018/03）

[4]主持中国博士后科学基金面上项目（资助编号：2017M621594  第62批，东南大学）

[5]International Exchanges 2017 Cost Share (China)（IEC\NSFC\170451）supported by the Royal Society

[1]  张明, 张瑀, 景志涛, 周广春. 预测单层柱面网壳破坏模式的细胞自动机方法 [J]. 哈尔滨工业大学学报, 2013, 45(2): 14-19.

[2] Zhang Ming, Zhang Yu, Zhou Guangchun. Study on instrumental intensity using wenchuan earthquake records [J]. Applied Mechanics and Materials, 2012, 226-228: 2235-2239. 

[3] Guangchun Zhou, Ming Zhang*, Yu Zhang, Yaqub M Rafiq. Linear cellular automation method for predicting dynamic instability mode of single-layer shell [C]. International Workshop on Computing in Civil Engineering, Los Angeles, 2013, 725-732. 

[4] Ming Zhang, Yu Zhang, Yanxia Huang, Guangchun Zhou. A Linear Cellular Automation Technique in Predicting Dynamic Failure Mode of Single-Layer shell [J]. Engineering Review, 2014, 34(3): 167-174. 

[5] 张明, 张瑀, 周广春, 支旭东. 基于应变能密度的单层球面网壳结构失效判定准则 [J]. 土木工程学报, 2014, 47(4): 56-63.

[6] Yanxia Huang, Yu Zhang，Ming Zhang et. al. Cellular Automata Method for Mapping Cracking Patterns of Laterally Loaded Wall Panels with Openings [J]. Engineering Review, 2015, 35(1): 81-88. 

[7] Huang Yanxia, Zhang Yu, Zhang Ming, Zhou Guangchun. Method for predicting failure load of masonry wall panel based on generalized strain energy density [J]. Journal of Engineering Mechanics, 2014, 140(8): 04014061. 

[8] 张明, 张克跃, 李倩, 周广春. 基于应变能密度的网壳结构抗震性能参数分析 [J]. 土木工程学报, 2016, 49(11): 11-18. 

[9]  张明, 田始轩, 周广春. 基于指数应变能密度的弦支穹顶结构失效准则研究 [J] 振动与冲击, 2018, 37(11): 145-152. 

[10] 张明, 张瑀, 黄艳霞, 周广春, 于德广. 一种球面网壳动力失效的联合预测方法 [J]. 振动与冲击, 2017, 36(6): 51-55. 

[11] Ming zhang, Yu  Zhang, Guangchun Zhou, Yanxia  Huang, Xudong Zhi, Deyi Zhang. An ESED Method for Investigating Seismic Behavior of Single-Layer Spherical Reticulated Shell [J]. Earthquakes and Structures, 2017, 13(5): 455-464.

[12] Ming Zhang, Gerry Parke and Zhiwang Chang. The dynamic response and seismic damage of single-layer reticulated shells subjected to near-fault ground motions [J]. Earthquakes and Structures, 2018, 14(5): 399-409.

[13] Zhang Ming, Tian Shixuan, Huang Yanxia, Zhou Guangchun and De-yi Zhang. Criterion for Judging Seismic Failure of Suspen-dome Based on Strain Energy Density [J]. Earthquakes and Structures, 2018, 15(2): 123-132. 

[14] 张明, 周广春, 张克跃, 贾宏宇, 李兰平, 张德义. 基于能量的网壳结构协调抗震性能分析 [J]. 西南交通大学学报, 2018, 53(2): 234-243.

[15] 赵金钢, 张明^*, 占玉林, 谢明志. 基于塑性应变能密度的钢筋混凝土墩柱损伤准则研究 [J]. 吉林大学学报(工学版), 2019, 49(4): 1124-1133.

[16] Yi Pan, Renqi Gu, Ming Zhang*, Gerry Parke and Alireza Behnejad. A method for analyzing the buckling strength of truss structures [J]. Earthquakes and Structures, 2019, 16(2): 129-139.

[17] Ming Zhang, Yao-Peng Liu, Zhi-Xiang Yu and Gerry Parke. Study of seismic resistance of Kiewit-8 dome considering key structural design parameters [J]. Advanced Steel Construction, 2019, 15(4): 386-397.

[18] 张明, 谢昌霖, 支旭东. 小比例柱面网壳振动台试验及动力响应概率模型 [J]. 振动与冲击, 2020, 39(15): 8-17.

[19] 张明, 谷任奇, 童万波. 桁架结构弹塑性屈曲承载力计算方法 [J]. 哈尔滨工程大学学报, 2020, 41(9): 1281-1286.

[20] 张明, 侯积英, 支旭东, 李文亮. 初始几何缺陷模式对单层球面网壳抗震性能的影响 [J]. 振动与冲击, 2021, 40(5): 33-38.

[21] Zhang Ming, Kang Rui, Zhou Guangchun, Zhi Xudong, Gerard parke. A new method to fabricate a single-layer reticulated shell model and its shaking table test [J]. Journal of Building Engineering, 2020, 32: 101755.

[22] Ming Zhang, Xin Xie, Xian Gao, Yi Pan, and Gerry Parke. Study on failure criterion of thin-walled steel frame structures based on the ESED parameter [J]. Thin-Walled Structures, 2021, 161: 107357.

[23] Ming Zhang, Xian Gao, Xin Xie, Alireza Behnejad, Gerry Parke. A method to directly estimate the dynamic failure peak ground acceleration [J]. Thin-Walled Structures, 2022, 175, 109188.

[24] Ming Zhang*, Ye Huang, Haodong Fan, Yike Pu, Zhixiang Yu, Shixing Zhao, Qiaoling Zhou, Yongjing Li, Haiyan Luo, Alireza Behnejad, Gerry Parke. A method to calculate the load-carrying capacity of bolted steel-bamboo scrimber-steel connections [J]. Journal of Building Engineering, 2023, 72: 106743.