单层厂房结构空间及平面抗震计算  

Seismic analysis of space and plane structure for metallurgical one-storied factory

作　　者：王平[1] 吴敏哲[2] 

机构地区：[1]建设部执业资格注册中心,北京100037 [2]西安建筑科技大学,陕西西安710000

出　　处：《工程建设与设计》2004年第5期32-34,共3页Construction & Design for Engineering

摘　　要：针对各种类型的钢筋混凝土单层冶金厂房进行抗震研究,考虑了厂房的空间工作、平移和扭转、柱子形式、屋盖刚度、山墙和纵墙的抗侧力作用、厂房单元长度以及吊车桥架等因素,提出了平面排架计算的空间作用和扭转影响的调整系数。In this paper, various of R .C .metallurgical one-sto ried factories are seismic analyzed .various of factories ,such as the spatial w orking ,translation and torsion ,columns' shape, roof rigidity ,the lateral forc e resistance of gable and longitudinal walls ,unit length of factories, crane br idge and so on are considered .The enhanced coefficient of spatial effect and to rsion for the calculation of plane bent is suggested .

关 键 词：单层厂房 结构空间 抗震计算 调整系数 

分 类 号：TU273[建筑科学—建筑设计及理论] TU311.3