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 Earthquakeresistant Unfavorable Site

作　　者：黄德兴 Huang Dexing(Fujian Junyuan Architectural Design Co.Ltd.,Fuzhou,Fujian 350000)

机构地区：[1]福建省骏元建筑设计有限公司,福建福州350000

出　　处：《江西建材》2024年第10期126-128,共3页

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。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 

分 类 号：TU318[建筑科学—结构工程]