张超众，男，1996年出生，山东济宁人，工学博士，讲师，硕士研究生导师，福建省/厦门市高层次人才C类。主要从事建筑结构消能减震、可恢复功能防震结构体系研发相关研究。主持国自然青年基金（C类）、福建省创青基金、厦门市青年基金和华侨大学高层次人才科研启动项目各一项，以第一或通讯作者发表SCI和EI收录论文10余篇，申请/授权发明专利10余项。获国家奖学金4次，中国钢结构协会科技进步一等奖，中国土木工程学会高校优秀毕业生、上海市研究生优秀毕业生。

研究方向

结构消能减震、可恢复功能防震结构体系研发

发表论文

[1] Zhang C, Guo X, Zhao Y, et al. Development of an innovative assembled self-centering dual-stage yield buckling-restrained brace for improving seismic resilience[J]. Engineering Structures, 2025, 329: 119804.

[2] Zhang C, Guo X, Zong S, et al. Seismic performance of an assembled self-centering buckling-restrained brace with controllable initial stiffness[J]. Engineering Structures, 2023, 286: 116111. 

[3] Zhang C, Zhu S, Zong S, et al. Experimental and numerical investigations on an assembled self-centering buckling restrained brace with high post-yield stiffness[J]. Thin-Walled Structures, 2023, 190: 110927. 

[4] Zhang C, Guo X*, Luo J, et al. Seismic design and performance evaluation of steel braced frames with assembled self-centering buckling-restrained braces[J]. Journal of Building Engineering, 2023: 107056.

[5] Zhang C, Zong S, Sui Z, et al. Seismic performance of steel braced frames with innovative assembled self-centering buckling restrained braces with variable post-yield stiffness[J]. Journal of Building Engineering, 2023, 64: 105667. 

[6] Zhang C, Guo X*, Luo J, et al. Seismic design and performance evaluation of steel braced frames with post-tensioned and disc-spring-based self-centering buckling-restrained braces [J]. Soil Dynamics and Earthquake Engineering, 2024, 180: 108602.

[7] Zhang C, Zong S, Guo X*, et al. Hysteretic behavior of assembled self-centering buckling-restrained brace with replaceable  angle steel fuses[J]. International Journal of Structural Stability and Dynamics, 2025: 2750015.

[8] Guo X, Tang Z, Zhang C*, et al. Seismic design and performance evaluation of self-centering hybrid rocking braced steel frames [J]. International Journal of Structural Stability and Dynamics, 2024: 2550225.

[9] 张超众, 赵仪皓, 刘阳*, 等. 屈服后刚度可调节的混合金属耗能模块滞回性能研究[J]. 土木工程学报, 2026. (已录用)

[10] 张超众, 郭小农*, 朱劭骏, 等. 装配式自复位屈曲约束支撑滞回性能[J]. 同济大学学报(自然科学版), 2021, 49(01): 8-19.

[11] 张超众, 郭小农*, 宗绍晗, 等. 国产结构用铝合金断裂韧性参数校准[J]. 湖南大学学报(自然科学版), 2020, 47(05): 124-133.

[12] 郭小农, 宗绍晗, 张超众*, 等. 国产6061-T6铝合金的修正塑性本构模型[J]. 同济大学学报(自然科学版), 2024, 52(07): 1079-1088.

授权发明专利

[1]  张超众, 刘阳, 钟沛杰, 等. 一种全螺栓连接的自复位屈曲约束支撑[P]. 中国: ZL 202411002319.8, 2025-10-28.

[2]  张超众, 刘阳, 钟沛杰, 等. 一种变形增强型装配式双屈服点屈曲约束支撑装置[P]. 中国: ZL 202410535734.3, 2025-10-28.

[3]  张超众, 刘阳, 钟沛杰, 等. 一种装配式屈曲约束支撑装置[P]. 中国: ZL 202410535733.9, 2025-10-31.

[4]  张超众, 刘阳, 叶勇, 等. 一种带可更换弧形耗能板的装配式钢结构梁柱节点[P]. 中国: ZL 202411550457.X, 2025-10-17.

[5]  郭小农, 张超众, 唐文豪, 等. 带预应力铝合金组合构件的装配式节点:中国, ZL201910841529.9 [P]. 2024-11-22.

[6]  郭小农, 张超众, 唐文豪, 等. 预应力铝合金组合构件: 中国, ZL201910841824.4[P]. 2024-11-22.