您现在的位置:建筑结构>> 期 刊>> 2021年>> 第18期>>正文内容
某医疗钢结构隔震设计与性能分析
付仰强,张同亿
摘 要

(中国中元国际工程有限公司, 北京 100089)

[摘要]隔震技术通过设置隔震支座,可延长结构自振周期,降低结构所受的地震作用。针对某医疗钢结构建筑,分别采用基于减震系数的分部设计法、直接分析设计法进行隔震设计,通过同时考虑上部结构非线性与隔震支座非线性的动力时程分析,对不同地震水准下隔震结构的抗震性能进行分析评价,同时与抗震结构的抗震性能进行对比。结果表明:采用直接分析设计法设计的隔震结构抗震性能水平高于采用分部设计法设计的隔震结构的抗震性能水平;相比于抗震结构,隔震结构的剪力、上部结构层间位移及楼层加速度均较低,尤其是楼层加速度明显降低,能够保护内部设备不发生倾覆破坏。 

[关键词]医疗建筑;钢结构;基础隔震;直接分析设计法;分部设计法;抗震性能 

中图分类号:TU398-7 文献标识码:A文章编号:1002-848X(2021)18-0092-06

 

Isolation design and performance analysis of a medical steel structure 

FU  Yangqiang,  ZHANG  Tongyi 

(China IPPR International Engineering Co., Ltd., Beijing 100089,China) 

Abstract: Seismic isolation technology can prolong the natural vibration period of the structure and reduce the seismic action of the structure by setting isolation bearings. Aiming at a medical steel structure building, the seismic isolation design was carried out by using the partial design method based on the damping coefficient and the direct analytical design method. The seismic performance of the isolated structure under different seismic levels was analyzed with time history and evaluated by  considering both the non-linearity of the superstructure and the non-linearity of the isolation bearing. At the same time, the seismic performance of the isolated structure was compared with the seismic structure. The results show that the seismic performance level of the isolated structure designed by the direct analytical design method is higher than that of the isolated structure designed by the partial design method. Compared with the seismic structure, the shear force of the isolated structure, the inter-story displacement of the upper structure and the floor acceleration are better, especially the floor acceleration is significantly reduced, which can protect the internal equipment from overturning. 

Keywords: medical building; steel structure; base isolation; direct analytical design; partial design method; seismic behavior

 

作者简介:付仰强,高级工程师,一级注册结构工程师,Email:18610952656@163.com。

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!