摘要
结合南宁市某酒店基坑,分析某结构计算软件对该基坑支护结构变形及内力计算的结果,再使用某有限元软件计算,同时结合一定的理论分析与某结构计算软件的计算结果进行对比,从而得出在特殊条件下,某结构计算软件由于计算理论的局限性可能出现结果不合理的情况。
Based on the analysis of a hotel＇s pit in nanning, useing a kind of structure calculation software to calculate supporting structure＇s deformation and internal force, then use another finite element software to calculate its again, and combining with the certain theoretical analysis to that structure calculation software calculation results were compared ,thus reachs a kind of conclusion under some special conditions, this structure calculation software due to the its limitations of theoretical caleulation may lead to unreasonable situation.
出处
《四川建筑科学研究》
2012年第5期109-113,共5页
Sichuan Building Science
关键词
支护结构
结构计算
有限元分析
朗肯土压力
bracing structure
structural calculation
finite-element analysis
Rankines earth pressure theory
