抗震不利场地高层剪力墙结构设计研究
Study on the Design of High-rise Shear Wall Structure in Earthquake-resistant Unfavorable Site
黄德兴1
作者信息
- 1. 福建省骏元建筑设计有限公司,福建 福州 350000
- 折叠
摘要
在高层住宅建筑中,剪力墙结构是一种常见的抗震结构形式.文中以江苏盐城某高层建筑项目为例,对抗震不利场地的剪力墙结构设计进行分析.然而,因地震作用大,项目位于抗震不利场地(如地震烈度7 度0.15g、场地类别Ⅳ类)的高层剪力墙结构设计存在难点.为保障结构安全、经济、适用,结构设计必须结合实际情况,遵循规范进行.
Abstract
Shear wall structure is a common seismic structure in high-rise residential buildings.This paper takes a high-rise building project in Yancheng,Jiangsu Province as an example to analyze the design of the shear wall structure in the unearthquake-resistant site.However,the high-rise shear wall structure located in the unearthquake-resistant site(such as earthquake intensity of 7 degrees 0.15g,site category Ⅳ)has some difficulties in the design process due to the strong earthquake effect.In order to ensure the safety,economy and applicability of the structure,The structural design must be carried out in accordance with the actual situation and the specifications.
关键词
7度0.15g/Ⅳ类场地/抗震不利场地/剪力墙结构/位移角控制Key words
7 degrees 0.15g/Class Ⅳ venue/Site with unfavorable seismic resistance/Shear wall structure/Displacement angle control引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据