Structural Engineering and Mechanics

  • 제1권1호
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  • Pages.1-16
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  • 1993
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Nonlinear 3-D behavior of shear-wall dominant RC building structures

  • Balkaya, Can (Department of Civil Engineering, University of Illinois at Champaign-Urbana) ;
  • Schnobrich, W.C. (Department of Civil Engineering, University of Illinois at Champaign-Urbana)
  • 발행 : 1993.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The behavior of shear-wall dominant, low-rise, multistory reinforced concrete building structures is investigated. Because there are no beams or columns and the slab and wall thicknesses are approximately equal, available codes give little information relative to design for gravity and lateral loads. Items which effect the analysis of shear-wall dominant building structures, i.e., material nonlinearity including rotating crack capability, 3-D behavior, slab-wall interaction, floor flexibilities, stress concentrations around openings, the location and the amount of main discrete reinforcement are investigated. For this purpose 2 and 5 story building structures are modelled. To see the importance of 3-D modelling, the same structures are modelled by both 2-D and 3-D models. Loads are applied first the vertical then lateral loads which are static equivalent earthquake loads. The 3-D models of the structures are loaded in both in the longitudinal and transverse directions. A nonlinear isoparametric plate element with arbitrarily places edge nodes is adapted in order to consider the amount and location of the main reinforcement. Finally the importance of 3-D effects including the T-C coupling between walls are indicated.

키워드

참고문헌

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피인용 문헌

  1. Nonlinear seismic response evaluation of tunnel form building structures vol.81, pp.3, 2003, https://doi.org/10.1016/S0045-7949(02)00434-0
  2. Estimation of fundamental periods of shear-wall dominant building structures vol.32, pp.7, 2003, https://doi.org/10.1002/eqe.258
  3. Seismic vulnerability, behavior and design of tunnel form building structures vol.26, pp.14, 2004, https://doi.org/10.1016/j.engstruct.2004.07.005
  4. ON INTER-STOREY DRIFT LIMITATION OF STEEL–CONCRETE HYBRID STRUCTURES FOR TALL BUILDINGS vol.04, pp.01, 2010, https://doi.org/10.1142/S1793431110000595
  5. Three-Dimensional Effects on Openings of Laterally Loaded Pierced Shear Walls vol.130, pp.10, 2004, https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1506)