北京西站北站房主楼抗震设计与研究

Aseismic Design and Research of the Main Terminal Building of Beijing West Railway Station

本文介绍了北京西站北站房主楼框支剪力墙巨型结构体系及其抗震设计的基本思路和方法，详细描述了遵从“三水准”、“两阶段”的抗震设计原则，并采用三维杆系弹塑性动力分析手段对该结构体系进行全面抗震设计的过程和体会。

This paper presents the huge type frame supPOrted shear wall structural system, and its aseismic design concept and methods. It explains in detail the procedures and experience of aseismic design of the structural system following the principles of 'three -- standard', the 'two phase' design and the elastoplastic dynamic analysis of three - dimensional member system.