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高强度钢材钢结构抗震研究进展综述

尹飞,  杨璐,  施刚,  李笑林

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文章导航 > 钢结构(中英文)  > 2020 >  35(3): 1-25
尹飞, 杨璐, 施刚, 李笑林. 高强度钢材钢结构抗震研究进展综述[J]. 钢结构(中英文), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
引用本文: 尹飞, 杨璐, 施刚, 李笑林. 高强度钢材钢结构抗震研究进展综述[J]. 钢结构(中英文), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
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Fei Yin, Lu Yang, Gang Shi, Xiaolin Li. OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
Citation: Fei Yin, Lu Yang, Gang Shi, Xiaolin Li. OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
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高强度钢材钢结构抗震研究进展综述

doi: 10.13206/j.gjgSE20010805

  • 1. 北京工业大学城市与工程安全减灾教育部重点实验室, 北京 100124;

  • 2. 清华大学土木工程安全与耐久教育部重点试验室, 北京 100084

基金项目: 

北京市优秀人才培养资助项目（拔尖自然科学）（2017000026833ZK26）。

详细信息
    作者简介:

    尹飞,男,1992年出生,博士研究生。

    通讯作者:

    杨璐,lyang@bjut.edu.cn。

OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES

  • 1. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;

  • 2. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing 100084, China

    摘要
  • 摘要: 随着屈服强度的提高，高强度结构钢材的屈强比增大，断后伸长率减小，由于缺少相应规范条文，其在抗震设防地区的应用受到限制。从材料、构件和结构三个层面出发，总结了近年来国内外学者针对高强度钢材钢结构抗震性能的研究成果。重点包括：材料的静力拉伸力学性能、循环本构和极低周疲劳性能；柱、梁和连接节点的抗震性能；高强钢结构框架的抗震性能等内容。最后，对高强钢钢结构抗震性能的进一步研究工作进行了展望。
    Abstract: With the increase of yield strength, the yield ratio of high strength structural steel increases, and the elongation after fracture decreases. The application of high strength structural steel in seismic areas is limited due to the lack of relevant codes. This paper reviewed research progress on seismic behavior of high strength steel structures in recent years at the level of material properties, members and structures, and the corresponding findings were summarized. Highlights include:the static tensile mechanical properties, cyclic constitutive models and ultra-low cycle fatigue properties of materials, the seismic behavior of columns, beams and connections, and the seismic behavior of high strength steel frame structures. Finally, the prospect of further research on seismic behavior of high strength steel structures was presented.
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