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底层大空间高层结构自由振动的模态综合解法
引用本文:汪梦甫. 底层大空间高层结构自由振动的模态综合解法[J]. 湖南师范大学自然科学学报, 1993, 0(4)
作者姓名:汪梦甫
作者单位:湖南大学土木工程系
摘    要:本文将模态综合法用于底层大空间高层建筑结构自由振动的计算,导出了框支剪力墙—落地剪力墙结构,框支剪力墙—落地剪力墙—壁式框架结构自由振动的计算公式,文末给出了算例.

关 键 词:高层建筑结构  剪力墙  自由振动  模态综合法

The Synthesis Method for Free Vibration of Tall Building Structure with Large Open Space at Ground Floor Level
Wang Mengfu. The Synthesis Method for Free Vibration of Tall Building Structure with Large Open Space at Ground Floor Level[J]. Journal of Natural Science of Hunan Normal University, 1993, 0(4)
Authors:Wang Mengfu
Affiliation:Department of Civil Engineering
Abstract:In this paper,the synthesis method is used to calculate the free vibration of tall building structure with large open space at ground floor level. Several calculation formulas for this kind of free vibrations are derived. Two numerical examples are given at the end.
Keywords:highrise building  shear wall  free vibration  synthesis method
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