首页 | 官方网站   微博 | 高级检索  
     

非结构构件抗震性能试验方法综述
引用本文:贺思维,曲哲,周惠蒙,戴君武,王多智.非结构构件抗震性能试验方法综述[J].土木工程学报,2017,50(9):16-27.
作者姓名:贺思维  曲哲  周惠蒙  戴君武  王多智
作者单位:1. 中国地震局工程力学研究所, 黑龙江哈尔滨 150080; 2. 中国地震局地震工程与工程振动重点试验室, 黑龙江哈尔滨 150080
摘    要:现代建筑功能日益复杂,建筑非结构构件日益丰富,非结构构件在地震中的破坏会严重影响建筑使用功能,造成巨大经济损失。目前,非结构构件的抗震性能试验研究大多沿用结构试验的拟静力、动力和地震模拟振动台试验方法,但是在加载制度等方面与结构试验存在明显区别。针对非结构构件独特的破坏模式,也有学者提出新型的试验方法。本文在阐述非结构构件抗震设计重要性的基础上,总结现有非结构构件抗震性能试验相关方法,介绍各类试验方法的应用实例及其不足之处,并探讨非结构构件试验方法的发展方向。

关 键 词:非结构构件    拟静力试验    振动台试验    动力试验  

State of the art of testing methods for nonstructural components in seismic areas
He Siwei,Qu Zhe,Zhou Huimeng,Dai Junwu,Wang Duozhi.State of the art of testing methods for nonstructural components in seismic areas[J].China Civil Engineering Journal,2017,50(9):16-27.
Authors:He Siwei  Qu Zhe  Zhou Huimeng  Dai Junwu  Wang Duozhi
Affiliation:1. Institute of Mechanical Engineering, China Earthquake Administration, Harbin 150080, China; 2. Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin 150080, China
Abstract:With the increasing complexity of modern building functions and diversity of nonstructural components, seismic damage to nonstructural components may result in disruption of building functions and lead to huge economic losses. Conventional quasi-static, dynamic and shake table testing methods for structural experiments are also used for non-structural components, but there are significant differences between their protocols. Some researchers propose new experimental methods to study the characteristics of the failure modes of nonstructural components. Following an introduction to the importance of seismic design for nonstructural components, the conventional methods of testing non-structural components and their typical applications are introduced in details. The advantages and shortcomings of these methods are pointed, and the future development trend is envisioned.
Keywords:nonstructural component  quasi static test  shaking table test  dynamic test  
本文献已被 CNKI 等数据库收录!
点击此处可从《土木工程学报》浏览原始摘要信息
点击此处可从《土木工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号