- 摘 要
-
(中國建筑設(shè)計(jì)院有限公司， 北京 100044)
［摘要］高新生活廣場塔樓平面為L形，采用大開間剪力墻結(jié)構(gòu),為減小結(jié)構(gòu)自重樓面采用空心樓板體系。闡述了在高烈度區(qū)結(jié)構(gòu)的抗震設(shè)計(jì)、性能設(shè)計(jì)，針對關(guān)鍵構(gòu)件采取相應(yīng)計(jì)算及構(gòu)造措施。采用SATWE及YJK軟件對結(jié)構(gòu)在小震情況下進(jìn)行計(jì)算，大震動力彈塑性分析采用SAUSAGE計(jì)算。
［關(guān)鍵詞］剪力墻結(jié)構(gòu)； 抗震設(shè)計(jì)； 關(guān)鍵構(gòu)件； 空心樓板
中圖分類號： TU318 文獻(xiàn)標(biāo)識碼： A文章編號： 1002-848X(2016)S1-0284-05
Seismic design of High Life Plaza Tower in Xi′an
He Xiangyu， Li Yan， Gu Junjie， Chen Yue， Yang Fei
(China Architecture Design Institute Co., Ltd., Beijing 100044, China)
Abstract： High Life Plaza Tower plane is L shaped, the large bay shear wall structure, in order to reduce the weight of the floor structure with hollow floor system. The seismic design and performance design of structures in high seismic intensity area were expounded, and the corresponding calculation and construction measures were taken for the key components. To calculate the structure in small earthquake cases using SATWE and YJK software, the earthquake dynamic elastic-plastic analysis using SAUSAGE calculation.
Keywords： shear wall structure； seismic design； key component； hollow floor
作者簡介：何相宇，本科，高級工程師，Email：441686222@qq.com。
- 下載地址
-
