摘要
探讨各种不同计算模型对大底盘多塔楼结构进行内力分析计算结果产生的异同点 ,通过不同结构计算简图的周期、转换层处地震力等的比较分析 。
In this paper the results differences caused various calculation models in internal force analysis and calculation of multi tower structure with a large podium are discussed. Some problems needing attention in calculation design are summarized based upon comparative analysis on calculation diagrams' period of different structure and earthquake force in transition layer, which provide valuable references for same type design.
出处
《山西建筑》
2003年第3期31-32,共2页
Shanxi Architecture
关键词
大底盘多塔楼
内力分析
抗震性能
multi tower structure with a large podium, internal force analysis, earthquake resistance
