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土-结构相互作用对双塔连体结构的地震反应分析
引用本文:庞迎波. 土-结构相互作用对双塔连体结构的地震反应分析[J]. 工程建设与设计, 2010, 0(1): 40-42
作者姓名:庞迎波
作者单位:广西经济管理干部学院,南宁,530007
摘    要:
利用ANSYS程序建立了考虑和不考虑土-结构相互作用的双塔连体结构三维有限元分析模型,对水平地震作用下的这两个模型进行对比分析。计算结果表明:在考虑土-结构相互作用后,结构的地震反应如自振周期、位移、地震剪力都受到明显的影响,应予以重视。

关 键 词:土-结构相互作用  连体结构  地震反应

Seismic Response Analysis of Two-tower-Connected Structure Considering Soil-Structure Interaction
PANG Ying-bo. Seismic Response Analysis of Two-tower-Connected Structure Considering Soil-Structure Interaction[J]. Construction & Design for Project, 2010, 0(1): 40-42
Authors:PANG Ying-bo
Affiliation:Guangxi Economic Management Cadre college;Nanning 530007;China
Abstract:
Themodelofa two-tower-connected structure with the soil-structure interaction and another without considering the soil-structure interaction are founded by ANSYS program in this paper,then two models are compared and analyzed under horizontal seismic action.The results show that the seismic responses of the structure such as natural vibration period,displacement and seismic shear force are greatly affected,the influence of soil-structure interaction should be paid special attention.
Keywords:soil-structure interaction  connected structure  seismic response  
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