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FANG Dong-ping, YU Mao-hong, Y. Miyamoto, S.Iwasaki, H. Hikosaka. NUMERICAL ANALYSIS ON STRUCTURAL ARACTERISTICS OF ANCIENT TIMBER ARCHITECTURE[J]. Engineering Mechanics, 2001, 18(1): 137-144.
Citation: FANG Dong-ping, YU Mao-hong, Y. Miyamoto, S.Iwasaki, H. Hikosaka. NUMERICAL ANALYSIS ON STRUCTURAL ARACTERISTICS OF ANCIENT TIMBER ARCHITECTURE[J]. Engineering Mechanics, 2001, 18(1): 137-144.
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NUMERICAL ANALYSIS ON STRUCTURAL ARACTERISTICS OF ANCIENT TIMBER ARCHITECTURE

  • Dept.of Civil Eng, Tsinghua Univ., Beijing, 1000842. Dept.of Civil Eng., Xi'an Jiaotong Univ., Xi'an, 710049;3. Dept.of Civil Eng., Iwate Univ., Morioka, Japan;4. Dept.of Civil Eng., Kyushu Univ., Fukuoka, Japan

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  • Received Date: May 28, 1999
  • Revised Date: June 09, 1999
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  • There is an urgent requisite on the preservation of Chinese architectural heritages, since environmental and time impacts have been abating their structural resistance capability. Based on the experimental studies on an ancient timber structure in the proceeding companion paper, a semi-rigid element is defined and a 3-dimensional FEM model is developed in this paper. By comparing with measured results, the stiffness of semi-rigid element is deduced and dynamic characteristics of the front tower over Xi'an City Wall are obtained.
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