1.论文
(1) Hao Zhang, Mingzhou Su, Sen Yuan, Yuanzheng Cai, Yong Zheng, Yanwen Sun. Mechanical behavior evaluation of stainless steel anchor channels with channel bolts under uniaxial tension, Construction and Building Materials, 2024, 416:135268.
(2) Hao Zhang, Jiasheng Li, Ming Lian, Mingzhou Su, Hongxia Shen. Cyclic behavior of a web hourglass-shaped pin damper made of low-yield-strength steel: Experimental and numerical analyses[J]. Journal of Constructional Steel Research, 2024, 213:108434.
(3) Hao Zhang, Ming Lian, Mingzhou Su, Jing Jin. Seismic collapse performance assessment of high-strength steel framed-tube structures with shear links fabricated using low-yield-point steel[J]. The Structural Design of Tall and Special Buildings, 2024, e2128.
(4) Hao Zhang, Yong Zheng, Mingzhou Su, Sen Yuan, Yuanzheng Cai, Yanwen Sun. Structural behavior of stainless steel anchor channels embedded in concrete under perpendicular and longitudinal shear, Thin-Walled Structures, 2023, 190:111016.
(5) Hao Zhang, Yuanzheng Cai, Mingzhou Su, Sen Yuan, Yong Zheng, Yanwen Sun. Tensile behaviors of stainless steel anchor channel systems embedded in concrete: Experimental and numerical analyses, Thin-Walled Structures, 2023,189: 110888.
(6) Hao Zhang, Yong Liang, Mingzhou Su, Ming Lian. Hysteretic behaviors of steel framed-tube structures with end-plate-connected shear links using finite element modeling, Journal of Building Engineering, 2023, 79: 107824.
(7) Hao Zhang, Mingzhou Su, Ming Lian, Qianqian Cheng, Binlin Guan, Huanxue Gong. Experimental and numerical study on the seismic behavior of high-strength steel framed-tube structures with end-plate-connected replaceable shear links. Engineering Structures, 2020,223: 111172.
(8) Hao Zhang, Ming Lian, Mingzhou Su, Qianqian Cheng. Lateral force distribution in the inelastic state for seismic design of high strength steel framed-tube structures with shear links. The Structural Design of Tall and Special Buildings, 2020, e1801.
(9) Hao Zhang, Ming Lian, Mingzhou Su. Study on the seismic performance of high-strength steel framed-tube structures with replaceable shear links. Journal of Constructional Steel Research, 2020, 171: 106131.
(10) Ming Lian, Hao Zhang, Qianqian Cheng, Mingzhou Su. Finite element analysis for the seismic performance of steel frame-tube structures with replaceable shear links. Steel and Composite Structures, 2019, 30(4): 365-382.
(11) 张浩, 袁森, 苏明周, 郑勇,蔡远征. 拉剪复合作用下不锈钢槽式预埋组件力学性能[J/OL]. 工程力学, 2023, 1-18. (网络首发)
(12) 张浩, 连鸣, 苏明周, 程倩倩. 带可更换低屈服点耗能梁段-端板连接的钢框筒结构抗震性能试验研究. 土木工程学报, 2020, 53(7): 28-42.
(13) 张浩, 连鸣, 苏明周, 程倩倩, 关彬林. 含可更换剪切型耗能梁段-高强钢组合框筒结构静力弹塑性数值分析. 工程力学, 2019, 36(S1): 78-85.
(14) 张浩, 连鸣,苏明周. 含可更换剪切型耗能梁段的高强钢框筒结构抗震性能分析[J]. 建筑钢结构进展, 2020, 22(4): 21-35.
(15) 张浩, 连鸣,苏明周. 耗能梁段布置方式对含可更换剪切型耗能梁段的高强钢框筒结构抗震性能的影响[J]. 建筑钢结构进展, 2020, 22(5): 51-63.
(16) 张浩, 苏明周,程倩倩, 李腾飞.横梁均布荷载下单层无侧移刚架稳定承载力研究[J]. 建筑钢结构进展, 2019, 21(4): 94-102.
2.专利
(1) 张浩,罗子棋,苏明周. 一种带可更换波纹钢板阻尼器的自复位摇摆格构式柱. 发明专利, 2025051600173930.
(2) 张浩, 连鸣, 苏明周, 仇杰, 程倩倩. 一种土木工程平面试验试件侧向支撑反力架. 实用新型专利, ZL201820536400.8
(3) 连鸣, 程倩倩, 苏明周, 张浩, 关彬林. 一种可更换剪切型耗能梁段-钢深梁连接结构及安装方法. 发明专利, ZL201811064297.2.
(4) 连鸣, 苏明周, 程倩倩, 张浩. 一种易于快速更换的耗能梁段-钢深梁连接结构. 实用新型专利, ZL201921720725.2.
3.参编标准
(1)中国工程建设标准化协会标准(CECS), 不锈钢槽式预埋组件(T/CECS 10343-2023), 中国标准出版社, 2024年3月, 排名第4.