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Xi'an Bell Tower seismic performance finite element analysis

Author: ZhaoXuGuang
Tutor: WuMinZhe
School: Xi'an University of Architecture and Technology
Course: Structural Engineering
Keywords: Xi'an Bell Tower LMH FEM Dynamic response
CLC: TU352.11
Type: Master's thesis
Year: 2008
Downloads: 128
Quote: 3
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Abstract


Xi'an Bell Tower is the largest and most ancient history , the best preserved tower building , its heritage value and historical value immeasurable . Xi'an is located in highly seismic areas, analysis of tower structure under earthquake response and seismic capacity is particularly necessary . This drawing wooden structure in recent years as well as ancient architecture bell tower building research, taking full account of timber frame building its own characteristics , based on a simplified method to simulate the use of tenon connection spring stiffness values, and the overall structure and build tower Belfry wooden frame of the finite element model for dynamic characteristics and seismic response analysis ; pedestal in the discussion on the effects of seismic input , based on the overall structure of the wooden frame with clock tower analysis results were compared and found that the presence of the pedestal wooden frame increase the seismic response of the past, consider only the wooden frame for seismic response analysis of the results may be unsafe ; paper, select the appropriate use of earthquake engineering theory earthquake acceleration records tower structure dynamic analysis ; while the wooden frame of the tenon connection stiffness , high quality and pedestal roof deformation modulus were rammed parametric analysis , the structural parameters obtained seismic response of law .

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CLC: > Industrial Technology > Building Science > Building structure > Special Structure > Anti - shock structure,disaster prevention structures > Shock, isolation, and explosion-proof structure > Seismic structure
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