Progress and prospect of seismic performance of masonry-infilled RC frames

ZHAI Changhai; WANG Xiaomin; KONG Jingchang; WEI Yuliang; JIN Wei; ZHAO Yan

doi:10.11918/j.issn.0367-6234.201801073

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Progress and prospect of seismic performance of masonry-infilled RC frames

更新时间：2026-10-23

- Progress and prospect of seismic performance of masonry-infilled RC frames
- Vol. 50, Issue 6, Pages: 1-13(2018)
- 作者机构：
  
  1. 结构工程灾变与控制教育部重点实验室(哈尔滨工业大学),哈尔滨,150090
  2. 土木工程智能防灾减灾工业和信息化部重点实验室(哈尔滨工业大学),哈尔滨,150090
  3. 中国地震局工程力学研究所,哈尔滨,150080
  4. 哈尔滨工业大学土木工程学院,哈尔滨,150090
  5. 佳木斯大学建筑工程学院,黑龙江,佳木斯,154007
- 作者简介：
- 基金信息：
- DOI：10.11918/j.issn.0367-6234.201801073
  CLC： TU375.2
- Published：2018
- 稿件说明：
移动端阅览
ZHAI Changhai, WANG Xiaomin, KONG Jingchang, et al. Progress and prospect of seismic performance of masonry-infilled RC frames[J]. 2018, 50(6): 1-13.
DOI：

ZHAI Changhai, WANG Xiaomin, KONG Jingchang, et al. Progress and prospect of seismic performance of masonry-infilled RC frames[J]. 2018, 50(6): 1-13. DOI： 10.11918/j.issn.0367-6234.201801073.

摘要

砌体填充墙RC框架结构作为建筑工程中最常见的一种结构体系，在中国以及世界范围内都有着广泛的应用.由于填充墙与框架之间复杂的相互作用，到目前为止依然缺乏合理的分析和设计方法来评估结构的抗震性能.在过去的几十年里，国内外许多学者通过试验、有限元模拟等方法对填充墙RC框架结构的相互作用机理和受力性能进行了大量分析，提出了适用于整体抗震分析的各式简化模型.本文从平面内、平面外以及新型填充墙框架结构的抗震性能3个方面论述了砌体填充墙RC框架结构抗震性能的研究现状，介绍了当前的最新研究进展，指出了砌体填充墙RC框架结构抗震研究中尚存的一些问题，并对其发展趋势进行了展望.

Abstract

The infilled RC frame

one of the most common structural systems

is applied widely

but there is no rational method for analysis and design to evaluate the seismic-resistant ability due to the complicated interaction between the frames and walls. Many studies on the interaction between frames and walls and the performance of infilled RC frames were performed based on the experimental study and finite element analysis

and a variety of simplified models were proposed in the past few decades

which are capable for the overall seismic response analysis. The research status of seismic performance of infilled RC frames was discussed from the following aspects: in-plane behavior

out-of-plane stability

and seismic retrofitted infilled RC frames. The latest research progress is presented

the existing problems are pointed out

and the research trend is prospected.

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