摘要
本文主要介绍H型双塔连体高层结构的设计思想和结构计算结果。针对该结构的特点，着重分析和计算了转换层的中厚板和支承在中厚板上的剪力墙。比较了耦合和非耦合计算的差别和作用力方向不同时对计算结果的影响。对该结构进行了时程分析补充计算。本文最后从设计角度出发，提出了该类型结构的几点结论和建议。
This paper mainly introduces the design concept and analysis of a tall building with connected twin towers in H shape. Aiming at this special structure, the medium thick plate used in transition storey and its supporting shear walls are analyzed. The calculating results of two cases with and without coupled condition are compared with each other. The influence due to the acting force in different directions upon the computation can also he found is this paper. As a supplement to the calculation, the time history analysis has been used for this structure. From the point of view of structural design, conclusions and recommendations are presented.
出处
《结构工程师》
1997年第3期4-11,48,共9页
Structural Engineers
