Structural Engineering and Mechanics

  • 제48권2호
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  • Pages.151-171
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Numerical simulation of shaking table tests on 3D reinforced concrete structures

  • Bayhan, Beyhan (Department of Civil Engineering, Bursa Technical University)
  • 투고 : 2013.03.08
  • 심사 : 2013.10.02
  • 발행 : 2013.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The current paper presents the numerical blind prediction of nonlinear seismic response of two full-scale, three dimensional, one-story reinforced concrete structures subjected to bidirectional earthquake simulations on shaking table. Simulations were carried out at the laboratories of LNEC (Laboratorio Nacional de Engenharia Civil) in Lisbon, Portugal. The study was motivated by participation in the blind prediction contest of shaking table tests, organized by the challenge committee of the 15th World Conference on Earthquake Engineering. The test specimens, geometrically identical, designed for low and high ductility levels, were subjected to subsequent earthquake motions of increasing intensity. Three dimensional nonlinear analytical models were implemented and subjected to the input base motions. Reasonably accurate reproduction of the measured displacement response was obtained through appropriate modeling. The goodness of fit between analytical and measured results depended on the details of the analytical models.

키워드

참고문헌

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피인용 문헌

  1. Impact of Joint Modeling Approach on Performance Estimates of Older-Type RC Buildings vol.33, pp.3, 2017, https://doi.org/10.1193/092616EQS159M
  2. Experimental study on Y-shaped bridge under 3-dimentional earthquake ground motions vol.21, pp.6, 2017, https://doi.org/10.1007/s12205-016-1039-7
  3. Significance of Ground Motion Scaling Parameters on Amplitude of Scale Factors and Seismic Response of Short- and Long-Period Structures vol.35, pp.4, 2013, https://doi.org/10.1193/081718eqs204m