中文文章：

[1] 张明, 张瑀, 景志涛, 等. 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] 张明, 张瑀, 周广春, 等. 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.

[3] 张明, 张克跃, 李倩, 等. 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. 

[4] 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. 

[5] 张明, 张瑀, 黄艳霞, 等. 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. 

[6] 张明, 周广春, 张克跃, 等. 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.

[7] 赵金钢, 张明^*, 占玉林, 等. 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.

[8] 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.

[9] 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.

[10] 张明, 侯积英, 支旭东, 等. 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.

[11] 张明, 马麟涛, 马怀纲, 等. 重组竹单层球面网壳静力性能试验研究 [J]. 建筑结构学报, 2025, 46(9): 168-180.

[12] 邓晓萌, 张明^*, 马怀纲, 等. 设置箱型截面柱的重组竹框架结构抗震性能试验研究 [J]. 建筑结构学报, 2025, 46(11): 55-66.

英文文章：

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

[2] Guangchun Zhou, Ming Zhang^*, Yu Zhang, et al. 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. 

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

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

[5] 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.

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

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

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

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

[10] Ming Zhang, Xin Xie, Xian Gao, et al. Study on failure criterion of thin-walled steel frame structures based on the ESED parameter [J]. Thin-Walled Structures, 2021, 161: 107357.

[11] Ming Zhang, Xian Gao, Xin Xie, et al. A method to directly estimate the dynamic failure peak ground acceleration [J]. Thin-Walled Structures, 2022, 175, 109188.

[12] Ming Zhang, Ye Huang, Haodong Fan, et al. A method to calculate the load-carrying capacity of bolted steel-bamboo scrimber-steel connections [J]. Journal of Building Engineering, 2023, 72: 106743.

[13] Ming Zhang, Haodong Fan, Wenlong Li, et al. Study on the elastic stiffness calculation method of single-bolted steel-bamboo scrimber-steel shear connections [J]. Engineering Structures, 2024, 301, 117331.

[14] Ming Zhang, Haodong Fan, Wenlong Li, et al. Experimental investigation on the dowel-bearing properties of neosinocalamus affinis-based bamboo scrimber [J]. Engineering Structures, 2024, 304, 117618.

[15] Haodong Fan, Lintao Ma, Hui Li, Ming Zhang^*, et al. Experimental study on mechanical behavior of bolted steel-neosinocalamus affinis-based bamboo scrimber and steel connections [J]. Earthquake Engineering and Resilience, 2024, 3: 574-593.

[16] Yu, Xian ; Yao, Gang; Yang, Yang; Guo, Lin; Zhou, Jianming; Zhang, Ming^*. Experimental investigation and mechanical model for Hollow Glued Bamboo Scrimber (HGBS) columns with axial compression [J]. Wood Material Science & Engineering, 2025, 2557525.