某医院高层框架-剪力墙结构的隔震设计  

Seismic isolation design of a high-rise frame-shear wall structure in a hospital

作　　者：刘一莹 Liu Yi-ying(China Railway Real Estate Group Design&Consulting CO.,Ltd,Beijing 100043,China)

机构地区：[1]中铁房地产集团设计咨询有限公司,北京100043

出　　处：《工程抗震与加固改造》2022年第5期113-125,共13页Earthquake Resistant Engineering and Retrofitting

摘　　要：本文以某医院门诊楼为例,介绍了采用分部设计法进行某高层框架-剪力墙结构的隔震设计全过程。内容主要包含了隔震支座的布置和隔震支座验算方法,水平向减震系数的计算方法,上部结构、下部结构和隔震支墩的设计方法,细部构造设计和基础设计等。通过本文内容,对隔震支座的合理布置思路、高层结构隔震支座抗拔设计思路、跨层隔震思路等提出了观点和想法,供同类结构设计人员参考。Taking a hospital outpatient building as an example, the whole process of division seismic isolation design for a high-rise frame-shear wall structure is introduced in this paper.The content mainly includes the seismic isolation support layout and isolation support checking method, the calculation method of horizontal damping coefficient, the design method of superstructure, substructure, isolation pier and foundation as well as some detail part.Through the content of this paper, the reasonable layout ideas of the seismic isolation support, the resistance design ideas of the isolation support for high-rise structure, the cross-layer isolation ideas etc.are put forward and are hoped for the reference of designers of the same type of structure.

关 键 词：隔震支座 减震系数 下部结构 基础设计 跨层隔震 

分 类 号：TU973.16[建筑科学—结构工程] TU973.31