摘要
城市化建设与发展背景下,多层砌体结构加固需求逐渐增多,因此使其成为行业的终点。本文针对相关内容进行了综合性的讨论与分析,首先阐述了砌体结构的定义;其次列举了多层砌体结构加固改造后抗震性能,探讨了多层砌体结构现状,分析了多层砌体结构加固改造抗震性能提升措施;最后提供了多层砌体结构加固改造后抗震性能的优化路径。希望针对有关内容的探讨,能够使多层砌体结构加固改造后抗震性能得到有效优化。
Against the backdrop of urbanization construction and development,the demand for reinforcement and retrofitting of multi-story masonry structures is gradually increasing,making it a focal point in the industry.This paper provides a comprehensive discussion and analysis of the relevant content.It first defines masonry structures,then lists the seismic performance of multi-story masonry structures after reinforcement and retrofitting,explores the current status of these structures,and analyzes measures to enhance their seismic performance.Finally,it offers optimization paths for improving the seismic performance of reinforced and retrofitted multi-story masonry structures.It is hoped that the discussion of these topics will effectively optimize the seismic performance of multi-story masonry structures after reinforcement and retrofitting.
作者
姬文婷
Ji Wen-ting(Liaoning Provincial Architectural Design and Research Institute Co.,Ltd.,Shenyang 110005,Liaoning Province,China)
出处
《建筑与装饰》
2025年第12期123-125,共3页
Construction & Decoration
关键词
多层砌体结构
加固改造
抗震性能
Multi-Story Masonry Structures
Reinforcement and Retrofitting
Seismic Performance
