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轻钢加层结构中CFRP加固节点地震损伤特征分析

曹福生 王为强 杨晶晶 马肖彤 包超

城市建筑2025,Vol.22Issue(8):192-194,3.
城市建筑2025,Vol.22Issue(8):192-194,3.DOI:10.19892/j.cnki.csjz.2025.08.47

轻钢加层结构中CFRP加固节点地震损伤特征分析

Analysis on the Characteristics of Seismic Damage to the CFRP-Reinforced Joints in Lightweight Steel Storey-Adding Structures

曹福生 1王为强 1杨晶晶 1马肖彤 2包超1

作者信息

  • 1. 宁夏大学土木与水利工程学院
  • 2. 北方民族大学土木工程学院
  • 折叠

摘要

Abstract

Lightweight steel storey-adding retrofitting technology is one of the effective approaches for urban renewal and renovation of the existing buildings.This paper studies the seismic damage characteristics of lightweight steel storey-adding structure joints reinforced with CFRP by comparing and analyzing the stress of joint anchor bolts,steel bars,CFRP fibers,and the distribution of concrete damage.The results indicate that using CFRP fiber fabric reinforcement can effectively reduce the bearing capacity of steel bars,mitigate plastic damage to concrete,and enhance the seismic performance of lightweight steel storey-adding structures.

关键词

抗震性能/加层结构/地震损伤

Key words

seismic performance/adding-storey structure/seismic damage

分类

土木建筑

引用本文复制引用

曹福生,王为强,杨晶晶,马肖彤,包超..轻钢加层结构中CFRP加固节点地震损伤特征分析[J].城市建筑,2025,22(8):192-194,3.

基金项目

宁夏回族自治区重点研发计划资助项目(2021BEG03022) (2021BEG03022)

中国科学院"西部之光"人才培养计划项目(XAB2021YW14) (XAB2021YW14)

宁夏自然科学基金优秀青年项目(2023AAC05015) (2023AAC05015)

城市建筑

1673-0232

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