摘要
本文对风、地震、单侧装粮等水平荷载作用下的矩形筒仓给出了一种平面展开的计算模式。对这种模式用有限方法进行了应力分析,并给出了相应的计算机程序框图。用本文方法可较精确地算出矩形筒仓仓壁的应力,以便于进行仓壁的强度设计和校验其它近似计算结果的精确程度。
In the paper a computing pattern in stretched plane is given for rectactangular silos subjected to wind and earthquake loading other lateral forces.The pattern is analyzed in stress with finite clement methods, and the computer programme skeleton is correspondingly given. The stress in rectangular silo wall can be accuratly worked out with the method, so as to design the strength of the silo walls and verify the accuracy of the other approximate methods.
出处
《河南工业大学学报(自然科学版)》
CAS
1990年第4期63-70,共8页
Journal of Henan University of Technology:Natural Science Edition
关键词
水平荷载
矩形筒仓
平面展开法
有限元应力
lateral loads, rectangular silos, streched plane method, finite element stress