Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
Citation:
Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
Citation:
Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
Taking the roof of the palace timber structure as the study object,it is studied the dynamic response of the roof by shaking table test and ANSYS numerical simulation,and obtained the maximal acceleration response under different conditions and the seismic amplification coefficient of the whole structure;at last,it is compared the results by shaking table test with those of the numerical simulation.Research shows that with the increase in action of earthquakes,the peak acceleration of the roof is growing and the seismic amplification coefficient of the whole structure is decreased,the seismic amplification coefficient by test is smaller than that by ANSYS simulation.The results reached provide a theoretical foundation and technical reference for seismic performance study of the ancient timber structure.
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