| 注册
首页|期刊导航|华侨大学学报(自然科学版)|功能可恢复RCS混合框架结构研究进展

功能可恢复RCS混合框架结构研究进展

刘阳 钟沛杰 门进杰 陈云 刘小娟 黄玉佳

华侨大学学报(自然科学版)2024,Vol.45Issue(2):121-135,15.
华侨大学学报(自然科学版)2024,Vol.45Issue(2):121-135,15.DOI:10.11830/ISSN.1000-5013.202401002

功能可恢复RCS混合框架结构研究进展

State-of-the-Art of Resilient RCS Hybrid Frame Structure

刘阳 1钟沛杰 2门进杰 3陈云 4刘小娟 1黄玉佳2

作者信息

  • 1. 华侨大学土木工程学院,福建厦门 361021||华侨大学福建省结构工程与防灾重点实验室,福建厦门 361021
  • 2. 华侨大学土木工程学院,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
  • 折叠

摘要

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 re-search of structural performance analysis about resilient RCS hybrid frame was introduced.The further prob-lems in this structure were proposed.

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

Key words

reinforced concrete column-steel beam(RCS)hybrid frame structure/restorable function/earth-quake resilient structure/steel plate damper/column base/beam-column connection

分类

建筑与水利

引用本文复制引用

刘阳,钟沛杰,门进杰,陈云,刘小娟,黄玉佳..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):121-135,15.

基金项目

国家自然科学基金资助项目(52378157,51878304) (52378157,51878304)

华侨大学学报(自然科学版)

OACSTPCD

1000-5013

访问量0
|
下载量0
段落导航相关论文