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The spatial static and dynamic analysis of tall building structures

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Abstract

In this paper, the static and dynamic analyses of tall buildings are studied as the space system by the application of “JIGFEX-II” programme. Suggestions have been made for the calculation of earthquake forces and torques. Besides that, a practical approach is proposed for realizing the analysis of complicated structures on minicomputers or on medium sized computers. Reference data and charts from practical engineering applications are also presented.

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References

  1. Zhong Wan-xie,A General Structural Analysis Programme JIFGEX, Journal of Dalian Institute of Technology, No. 3, 4 (1977).

  2. Zhong Wan-xie and Lin Shao-pei,On Modelization Problems of Computerized Structural Mechanics, Proceeding of National Conference on Computational Structural Mechanics for Universities, Volume 3, (1978).

  3. Zhong Wan-xie and Lin Shao-pei,The Functions and Applications of Composed Structural Analysis Programme JIGFEX, Technical Report 78-116, Research Institute of Engineering Mechanics, Dalian Institute of Technology.

  4. Suen Wei-pin, Yang Xi-zen and Zhong Wan-xie.The Application of Equivalent Membrane in Static and Dynamic Analysis of Tall Buildings, Technical Report 81-3050-20, Research Institute of Engineering Mechanics, Dalian Institute of Technology.

  5. Timoshenko, S.,The Strength of Materials, Part II, (1956).

  6. Cook, Rober D.,Concepts and Applications of Finite Element Method Analysis, (1974).

  7. Chinese Code of Practice of Seismic-resistance Design for Buildings TJ11-78, (1978).

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Authors and Affiliations

  1. North-east Architectural Design Institute, Shengyang, China

    Wang Xing-xiang

  2. Liaoning University, Liaoning, China

    Che Wei-yi

  3. Research Institute of Engineering Mechanics, Dailian Institute of Technology, Dailian, China

    Yu Yong-sheng

Authors
  1. Wang Xing-xiang
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  2. Che Wei-yi
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  3. Yu Yong-sheng
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Xing-xiang, W., Wei-yi, C. & Yong-sheng, Y. The spatial static and dynamic analysis of tall building structures. Appl Math Mech 4, 233–246 (1983). https://doi.org/10.1007/BF01895447

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  • DOI: https://doi.org/10.1007/BF01895447

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