邵逸夫医院康桥院区门诊医技楼结构抗震性能化设计  

Structure Seismic Performance Design of Outpatient Medical Technology Building in Kangqiao Area of Sir Run Run Shaw Hospital

作　　者：李小军 吴勇华[1] LI Xiao-jun;WU Yong-hua(Hanjia Design Group Co.Ltd.,Hangzhou 310005,China)

机构地区：[1]汉嘉设计集团股份有限公司,杭州310005

出　　处：《工程建设与设计》2023年第12期10-12,共3页Construction & Design for Engineering

摘　　要：邵逸夫医院康桥院区门诊医技楼为带大底盘裙房的多塔建筑,为重点设防类建筑,采用框架剪力墙结构。论文分析了本项目的抗震超限情况;简要介绍了本项目基于抗震性能的设计方法;应用SATWE和ETABS软件分别对结构进行计算分析;采用整体和分塔楼计算模型分别验算整体结构和各塔楼结构周期、楼层剪力、楼层位移比等参数并进行对比,两种软件计算结构基本一致;利用PKPM-SAUSAGE软件进行大震作用下的结构动力弹塑性补充分析。结果显示,结构性能满足预定性能目标要求。The outpatient medical technology building of Sir Run Run Shaw Hospital Kangqiao Campus is a multi-tower building with a large chassis podium.It is a key fortified building with frame shear wall structure.The paper analyzes the seismic exception in the project,briefly introduces the design method of the project based on the seismic performance,calculates and analyzes the structure by using SATWE and ETABS software,checkes and compares the structural period,floor shear,floor displacement ratio and other parameters of the whole structure and each tower by using the whole and sub-tower calculation models.PKPM-SAUSAGE software was used to perform dynamic elastoplastic supplementary analysis of the structure under large earthquake,and the results showed that the structure performance met the predetermined performance target requirements.

关 键 词：医疗建筑 抗震性能目标 弹塑性分析 楼板应力 

分 类 号：TU352.11[建筑科学—结构工程]