Structural Engineering and Mechanics

  • 제27권1호
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  • Pages.99-115
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  • 2007
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behavior of tunnel form buildings under quasi-static cyclic lateral loading

  • Yuksel, S. Bahadir (Department of Civil Engineering, Selcuk University) ;
  • Kalkan, Erol (California Geological Survey, Earthquake Engineering Program)
  • 투고 : 2006.09.12
  • 심사 : 2007.03.02
  • 발행 : 2007.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, experimental investigations on the inelastic seismic behavior of tunnel form buildings (i.e., box-type or panel systems) are presented. Two four-story scaled building specimens were tested under quasi-static cyclic lateral loading in longitudinal and transverse directions. The experimental results and supplemental finite element simulations collectively indicate that lightly reinforced structural walls of tunnel form buildings may exhibit brittle flexural failure under seismic action. The global tension/compression couple triggers this failure mechanism by creating pure axial tension in outermost shear-walls. This type of failure takes place due to rupturing of longitudinal reinforcement without crushing of concrete, therefore is of particular interest in emphasizing the mode of failure that is not routinely considered during seismic design of shear-wall dominant structural systems.

키워드

참고문헌

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피인용 문헌

  1. Seismic Performance Evaluation of Asymmetric Reinforced Concrete Tunnel Form Buildings vol.10, 2017, https://doi.org/10.1016/j.istruc.2017.03.005
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  11. Experimental investigation of retrofitted shear walls reinforced with welded wire mesh fabric vol.70, pp.2, 2007, https://doi.org/10.12989/sem.2019.70.2.133
  12. Cyclic tensile testing of a three‐way panel connection for precast wall‐slab‐wall structures vol.20, pp.4, 2007, https://doi.org/10.1002/suco.201800280
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  16. Ground-born vibration at multileveled train tunnel crossing vol.73, pp.4, 2020, https://doi.org/10.12989/sem.2020.73.4.367
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