CAJ | 학술논문

结合工程实例，阐述了大底盘多塔楼高层建筑结构嵌固端位置的判断方法，采用Mi-das Building 和SATWE 两种有限元软件对结构自振特性进行计算分析与对比，并应用Midas Building结构分析软件对多遇烈度的不同地震波作用下结构整体以及各塔楼的反应进行了分析对比，结果均满足规范要求。
결합공정실례，천술료대저반다탑루고층건축결구감고단위치적판단방법，채용Mi-das Building 화SATWE 량충유한원연건대결구자진특성진행계산분석여대비，병응용Midas Building결구분석연건대다우열도적불동지진파작용하결구정체이급각탑루적반응진행료분석대비，결과균만족규범요구。
Combining with an engineering example , this paper elaborated the way to judge the partial fix-ing of the multi-tower high-rise building with a large base , made a comparison between Midas Building and SATWE about the natural vibration characteristics of the structure , and used Midas Building to analysis the reac-tion of the whole structure and each tower under different seismic waves .The result shows that the design meets standard requirements .