JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (1): 70-79.doi: 10.6040/j.issn.1672-3961.0.2014.145

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Dynamic characteristic and seismic responses of steel structure of Ling-zhao Veranda in the Palace Museum

ZHOU Qian1,2, YAN Weiming2, JI Jinbao2   

  1. 1. the Palace Museum, Beijing 100009, China;
    2. Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • Received:2014-05-21 Online:2016-02-20 Published:2014-05-21

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Abstract: To effectively protect Chinese historic buildings, Ling-zhao Veranda in the Palace Museum was taken as example to study dynamic characteristic and seismic responses of its steel structure by finite element analysis method. Based on damage status of steel structure as well as semi-rigid characteristic of its beam-column joints, the finite element model was built considering 3 cases. By modal analysis, its basic frequencies and main modes under different case conditions were obtained. By time-history analysis, displacement, acceleration and internal force response curves of typical nodes under 8 degree intensity of frequently occurred earthquakes were obtained, and aseismic performances of the structure under different case conditions were also discussed. Anti-collapse performance of the steel structures under 8 degree intensity of rare occurred earthquakes were discussed by spectrum response analysis. Results showed that stiffness of joints of the steel structure degenerated with its basic frequency values decreased, and its main modes changed. With the 8 degree intensity of frequently occurred earthquakes, the steel structure kept stable vibration status. Due to stiffness degradation of its joints, its peak displacement response values tended to increase, and its peak internal force values tended to decrease. All peak values were within permission scopes. When 8 degree intensity earthquakes occurred, the steel structures of different cases still remained their stability.

Key words: Ling-zhao Veranda, steel structure, seismic response, historic building, analysis case, simulation, dynamic characteristic

CLC Number: 

  • TU391
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