[1]刘阳,钟沛杰,门进杰,等.功能可恢复RCS混合框架结构研究进展[J].华侨大学学报(自然科学版),2024,45(2):121-135.[doi:10.11830/ISSN.1000-5013.202401002]
　LIU Yang,ZHONG Peijie,MEN Jinjie,et al.State-of-the-Art of Resilient RCS Hybrid Frame Structure[J].Journal of Huaqiao University(Natural Science),2024,45(2):121-135.[doi:10.11830/ISSN.1000-5013.202401002]
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功能可恢复RCS混合框架结构研究进展()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第45卷
期数:
2024年第2期
页码:
121-135
栏目:
出版日期:
2024-03-20

文章信息/Info

Title:
State-of-the-Art of Resilient RCS Hybrid Frame Structure
文章编号:
1000-5013(2024)02-0121-15
作者:
刘阳1; 2;  钟沛杰1;  门进杰3;  陈云4;  刘小娟1; 2;  黄玉佳1
1. 华侨大学 土木工程学院, 福建 厦门 361021;2. 华侨大学 福建省结构工程与防灾重点实验室, 福建 厦门 361021;3. 西安建筑科技大学 土木工程学院, 陕西 西安 710055;4. 海南大学 土木建筑工程学院, 海南 海口 570228
Author(s):
LIU Yang1; 2;  ZHONG Peijie1;  MEN Jinjie3;  CHEN Yun4;  LIU Xiaojuan1; 2;  HUANG Yujia1
1. College of Civil Engineering, Huaqiao University, Xiamen 361000, China; 2. Key Laboratory for Structural Engineering and Disaster Prevention of Fujian Province, Huaqiao University, Xiamen 361000, China; 3. School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055, China; 4. College of Civil Engineering and Architecture, Hainan University, Haikou 570228, China
关键词:
钢筋混凝土柱-钢梁(RCS)混合框架结构;  可恢复功能;  防震结构;  钢板阻尼器;  柱脚;  梁柱节点
Keywords:
reinforced concrete column-steel beam(RCS)hybrid frame structure;  restorable function;  earthquake resilient structure;  steel plate damper;  column base;  beam-column connection
分类号:
TU352.1
DOI:
10.11830/ISSN.1000-5013.202401002
文献标志码:
A
摘要:
钢筋混凝土柱-钢梁(RCS)混合框架结构以其结合了混凝土优异的抗压性能及钢材优异的抗弯性能而受到广泛关注,而可恢复功能结构以其震后快速恢复使用功能的能力,也成为地震工程界研究的新热点。功能可恢复RCS混合框架结构可以在弯矩较大的梁端和柱脚部位设置可更换构件,实现结构的功能可恢复能力。文中简述了近年来功能可恢复RCS混合框架结构研究进展,重点关注各类型功能可恢复钢梁、功能可恢复摇摆柱脚的构造研究,介绍了功能可恢复RCS混合框架结构性能分析研究进展。最后,对功能可恢复RCS混合框架结构仍需深入研究的问题进行了展望。
Abstract:
The reinforced concrete column-steel beam(RCS)hybrid structures have attracted wide attention with the excellent compressive performance of concrete and the excellent flexural performance of steel. The earthquake resilient structure has become a research hotspot of the seismic engineering, because of its ability to quickly restore functions after earthquake. The resilient RCS hybrid structure can achieve resilient capability by applying replaceable components at beam ends and column bases. An overview was presented regarding of resilient RCS hybrid frame structure, focusing on resilient steel beam and resilient rocking column, the research of structural performance analysis about resilient RCS hybrid frame was introduced. The further problems in this structure were proposed.

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备注/Memo

备注/Memo:
收稿日期: 2023-01-02
通信作者: 刘阳(1982-),男,教授,博士,博士生导师,主要从事钢-混凝土组合结构研究。E-mail: lyliuyang@hqu.edu.cn。
基金项目: 国家自然科学基金资助项目(52378157, 51878304)
更新日期/Last Update: 2024-03-20