本文仅讨论大厅和与之连接的披屋的横向抗震计算,本方法也适用于单层厂房等类似结构体系。大厅按披屋的结构类型而分成下述两种情况进行计算。一、大厅与披屋同为排架时目前的文献,多采用所谓底部剪力法计算。这种方法的弯矩计算值,大多数截面偏大5～20%;而在高低跨交接处的上柱截面,随着披屋高度等条件的变化,计算弯矩 This paper only discusses the horizontal seismic calculation of the hall and the connected houses. This method is also applicable to single-storey factory buildings and other similar structural systems. The hall is divided into the following two cases according to the structure of the house. 1. The current literature on the use of halls and dwellings as shelves is based on the so-called bottom shear method. In this method, the calculated value of the bending moment is that most of the sections are larger by 5 to 20%; while the section of the upper column at the intersection of high and low spans, the bending moment is calculated as the conditions such as the height of the dwelling house change.