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Response of Nonlinear SDOF Structures to Random Acceleration Sequences

In: Improving the Earthquake Resilience of Buildings

Author

Listed:
  • Izuru Takewaki

    (Kyoto University)

  • Abbas Moustafa

    (Minia University)

  • Kohei Fujita

    (Kyoto University)

Abstract

In performance-based design, the structure is designed to behave linearly elastic without damage under a moderate frequent earthquake and to undergo repairable damage under a rare strong earthquake. Design earthquakes are specified in current seismic codes as single events. However, the structure may experience repeated accelerations in a short period of time. Ground accelerations of multiple sequences could result in more damage to the structure than a single ordinary event.

Suggested Citation

  • Izuru Takewaki & Abbas Moustafa & Kohei Fujita, 2013. "Response of Nonlinear SDOF Structures to Random Acceleration Sequences," Springer Series in Reliability Engineering, in: Improving the Earthquake Resilience of Buildings, edition 127, chapter 0, pages 135-149, Springer.
  • Handle: RePEc:spr:ssrchp:978-1-4471-4144-0_7
    DOI: 10.1007/978-1-4471-4144-0_7
    as

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