力学与实践 ›› 2014, Vol. 36 ›› Issue (1): 1-8.DOI: 10.6052/1000-0879-13-104

• 专题综述 • 上一篇    下一篇

钢-混凝土组合结构抗震性能研究进展

赵慧玲, 叶志明   

  1. 上海大学, 上海市应用数学和力学研究所, 上海200072
  • 收稿日期:2013-03-22 修回日期:2013-11-12 出版日期:2014-02-08 发布日期:2013-10-16
  • 通讯作者: 赵慧玲,E-mail:hlzhao@shu.edu.cn
  • 作者简介:赵慧玲,1982 年出生,上海大学博士后. 2010 年毕业于同济大学土木工程学院. 主要从事钢-混凝土组合结构、结构工程抗震研究,在国内外学术期刊发表学术论文多篇,被SCI 检索4 篇,主持国家自然科学基金、中国博士后基金等科研项目
  • 基金资助:

    国家自然科学基金(51208292)和中国博士后科学基金(2011M500571)资助项目.

PROGRESS IN SEISMIC BEHAVIORS OF THE COMPOSITE STEEL-CONCRETE STRUCTURES

ZHAO Huiling, YE Zhiming   

  1. Shanghai University, Shanghai Institute of Applied Methematics and Mechanics, Shanghai 200072, China
  • Received:2013-03-22 Revised:2013-11-12 Online:2014-02-08 Published:2013-10-16

摘要:

钢-混凝土组合结构的抗震性能受到了工程研究领域的广泛关注. 本文总结了国内外研究者在组合梁、组合柱、组合节点及组合框架结构抗震性能方面的试验研究概况,分析了组合构件的作用机理及地震损伤演化累积效应,讨论了钢-混凝土组合结构地震反应分析的数值模型,包括微观模型、宏观模型以及近年来迅速发展的多尺度模型,并阐述了组合结构抗震性能评价指标及抗震性能水平的确立方法.

关键词:

钢-混凝土组合结构|抗震性能|试验研究|地震反应分析

Abstract:

The seismic behaviors of composite steel-concrete structures are widely studied due to their extensive engineering applications in the major national construction projects and are reviewed in this paper, including the composite beams, the composite columns, the composite joints and the composite frames, as well as the characterization of the transfer of forces and the damage evolution. The modeling schemes, to simulate the seismic behaviors of steel-concrete composite frames are discussed, including the micro finite element modeling, the macro finite element modeling, and the multi-scale finite element modeling. The seismic performance evaluation of composite structure systems is also discussed.

Key words:

composite steel-concrete structure|seismic behavior|experimental research|seismic response analysis

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