大型落地式钢板仓地震作用分析  

On seismic role of large floor-stand steel silo

作　　者：刘振华[1] 付迎娟 王涛[1] 张震[1] 

机构地区：[1]山东大学土建与水利学院,山东济南250061

出　　处：《山西建筑》2016年第1期50-51,共2页Shanxi Architecture

摘　　要：结合某落地式水泥钢板筒仓工程为例,利用有限元软件ABAQUS建立了三维筒仓模型,采用时程分析法,对钢板仓进行了地震作用分析,根据钢筒仓设计规范,探讨了钢筒仓的抗震性能,为落地式钢板筒仓的抗震设计提供了参考依据。Combining with some floor-stand cement steel silo project,the paper adopts the finite element software ABAQUS to establish the threedimension silo model,adopts the time-procedure method to undertakes the seismic analysis on the steel silo,and explores the anti-seismic performance of the steel silo according to the design regulations of the steel silo,so as to provide some reference for the anti-seismic design of the floor-stand steel silo.

关 键 词：落地式钢板筒仓 ABAQUS 时程分析 

分 类 号：TU352.11[建筑科学—结构工程]