摘要
本文分析了单层厂房空间工作性能的影响因素，通过算例对多种分析方法的结果作了比较，根据屋盖剪切变形的基本假定和连续化处理等手段，提出了采用无量纲参数的简化计算公式，可较好地考虑诸多影响因素，并适当改进抗震设计规范的简化方法。
In this paper,the relative factors to working function of one-storeyfactory building are analysed.By examples in calculation,the results from manyanalytical methods are carefully compared.Based on the basic assumption ofShearing deformation in roof and the succesive skill,a simplified calculatingformula containing non-dimen sion parameter is proposed,which is concerningabout many influential factors properly and can be used to improve the simplifiedapproach in the seismic design code suitably.
出处
《建筑科学》
1994年第1期3-9,共7页
Building Science
