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《Earthquake Engineering and Engineering Vibration》 2003-05
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Seismic response analysis of long-span beam string structures

DING Yang, YUE Zengguo,LIU Xiliang(School of Civil Engineering, Tianjin University, Tianjin 300072, China)  
In this paper, the analysis of the influence of different brace bars arrangements, different prestresses, different restrictions and travelingwave effect on the seismic response of longspan beam string structure is performed. The numerical results shows that the preliminary seismic response of structure increases with the prestress enhancement, then,the seismic response of structure approaches to the same value gradually. The number and position of brace bars have faint influence on the seismic response peak value of stress of tightwire (increasing 62.9%), and the peak value of vertical displacement increases 36.2% when considering travelingwave effect.Compared to the consistent excitations of earthquake,the different restrictions have remarkable influence on the seismic responses of longspan beam string structure.
【Fund】: 国家自然科学基金资助项目(50278064)
【CateGory Index】: TU398.9
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