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抗震不利场地高层剪力墙结构设计研究

黄德兴

江西建材Issue(10):126-128,3.
江西建材Issue(10):126-128,3.

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

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

分类

建筑与水利

引用本文复制引用

黄德兴..抗震不利场地高层剪力墙结构设计研究[J].江西建材,2024,(10):126-128,3.

江西建材

1006-2890

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