The influence of seismic response on the tower spacing,base height and base stiffness of the structural arrangement on symmetrical two-tower structure was analyzed.
对对称双塔结构自身结构布置中的塔楼间距、底盘高度和底盘刚度对结构的地震反应的影响进行了详细分析。
参考来源 - 高层双塔结构地震反应特性分析The suited dynamic analysis model of high-rise building structure was picked and chosen. In this paper,the twin-tower high-rise building was at Xian as an example.
本文在详细介绍高层结构常用的结构动力计算模型、适用范围及相应优缺点的基础上,选择了适用于大底盘双塔结构的动力分析模型。
参考来源 - 大底盘双塔结构抗震性能分析·2,447,543篇论文数据，部分数据来源于NoteExpress
双塔结构的一塔几乎是一撞马上就垮了，另一塔则是撞了一会儿之后垮的。
One of the twin towers collapsed instantly after the crash; the other one collapsed with delay.
非对称双塔连体结构比对称双塔连体结构的扭转振型和耦合振型要多，振型也更为复杂；
The twist and coupled modes of the asymmetry twin-tower connected structures were more complicated than the symmetry ones.
本文运用ANSYS有限元分析软件对不对称双塔连体结构和对称双塔连体结构进行了风荷载和竖向荷载作用下的内力分析。
The internal force of the unsymmetrical and symmetrical double-tower connected structures which are effected by wind and vertical loads is analyzed by using ANSYS finite element.
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