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框架—剪力墙结构自由振动的模态综合解法
引用本文:汪梦甫.框架—剪力墙结构自由振动的模态综合解法[J].湖南大学学报(自然科学版),1993,20(1):112-120.
作者姓名:汪梦甫
作者单位:湖南大学土木工程系
摘    要:

关 键 词:剪力墙  框架  自由振动  模态综合法

The Mode Synthesis Method for Free Vibration of Freme-Shear Wall Structure
Wang Mengfu.The Mode Synthesis Method for Free Vibration of Freme-Shear Wall Structure[J].Journal of Hunan University(Naturnal Science),1993,20(1):112-120.
Authors:Wang Mengfu
Institution:Wang Mengfu Department of Civil Engineering
Abstract:In this paper, Frame-Shear wall structure is divided into frame substructure and shear wall substructure by cutting the connecting beams. The vibration equation for shear wall substructure is set up according to Timoshenko Cantilever beam. The vibration equation for frame substructure is set up according to frame structure. The mode synthesis technique is used to set up the free vibration equation of frame shear wall structure. A numerical example shows that our method is simpler and more precise.
Keywords:shear wall  frame structure  free vibration/mode synthesis technique
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