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双塔结合部楼面的结构设计
引用本文:曹建荣,谢靖中.双塔结合部楼面的结构设计[J].结构工程师,1998(1):7-10.
作者姓名:曹建荣  谢靖中
作者单位:同济大学建筑设计研究院!上海,200092,上海建筑设计研究院!上海,200002
摘    要:双塔结合部的楼板受力十分复杂。本文介绍就试用两种不同的梁,板的横截面比值进行结构动力分析的结果,初探双塔结合部梁,桥的受力状况的结果。并结合实际工程进行工程设计的情况。

关 键 词:结合部楼板  双塔  变形  横截面比值  结构设计

A Structural Design for the Floor on the Connecting Part of a Double Tower
CAO Jianrong.A Structural Design for the Floor on the Connecting Part of a Double Tower[J].Structural Engineers,1998(1):7-10.
Authors:CAO Jianrong
Abstract:A bering force for the floor on the counecting part of a double trower is very complex. This paper introduces a result trying to make an analysis of structural dynamies by using the ratio of crossection of different beams and plates; a primary probe into the bearing status for the beams and plates on the connceting part of a double tower; and a measure to make a design on structure by combining the practical engineering.
Keywords:The floor on the connecting partt  Deformation  The ratio of cross-section  
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