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Research on Design of Model in Shaking Table Test Considering Soil-Structure Interaction

In: Computational Mechanics

Author

Listed:
  • Xiaojun Shi

    (Tongji University, School of Civil Engineering)

  • Qingxia Yue

    (Tongji University, School of Civil Engineering)

  • Jie Li

    (Tongji University, School of Civil Engineering)

Abstract

The research of soil-structure interaction is a hot point in earthquake engineering. Large-scale shaking table tests are widely employed to verify and modify the current available theoretical models and explore the internal mechanism of the interaction. The rationality of experimental foundation model designs greatly influences the reliability of test results. This paper investigates some previous shaking table tests considering soil-structure interaction and analyzes the major factors influencing the foundation model design. The obtained results will be very helpful for the future similar test design.

Suggested Citation

  • Xiaojun Shi & Qingxia Yue & Jie Li, 2007. "Research on Design of Model in Shaking Table Test Considering Soil-Structure Interaction," Springer Books, in: Computational Mechanics, pages 291-291, Springer.
  • Handle: RePEc:spr:sprchp:978-3-540-75999-7_91
    DOI: 10.1007/978-3-540-75999-7_91
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