Wind and Structures

  • 제12권2호
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  • Pages.89-101
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  • 2009
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Analysis of light-frame, low-rise buildings under simulated lateral wind loads

  • Fischer, C. (Institute of Theoretical and Applied Mechanics, Academy of Sciences) ;
  • Kasal, B. (Department of Civil and Environmental Engineering, Department of Architectural Engineering, Penn State University)
  • 투고 : 2007.10.11
  • 심사 : 2008.12.18
  • 발행 : 2009.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

The Monte Carlo procedure was used to simulate wind load effects on a light-frame low-rise structure of irregular shape and a main wind force resisting system. Two analytical models were studied: rigid-beam and rigid-plate models. The models assumed that roof diaphragms were rigid beam or rigid plate and shear walls controlled system behavior and failure. The parameters defining wall stiffness, including imperfections, were random and included wall stiffness, wall capacity and yield displacements. The effect of openings was included in the simulation via a set of discrete multipliers with uniform distribution. One and two-story buildings were analyzed and the models can be expanded into multiple-floor structures provided that the assumptions made in this paper are not violated.

키워드

참고문헌

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피인용 문헌

  1. Database-assisted design methodology to predict wind-induced structural behavior of a light-framed wood building vol.33, pp.2, 2011, https://doi.org/10.1016/j.engstruct.2010.11.028
  2. Finite-element modeling framework for predicting realistic responses of light-frame low-rise buildings under wind loads vol.164, pp.None, 2009, https://doi.org/10.1016/j.engstruct.2018.01.034
  3. Assessment of ASCE 7-10 for wind effects on low-rise wood frame buildings with database-assisted design methodology vol.27, pp.3, 2018, https://doi.org/10.12989/was.2018.27.3.163
  4. Three-Dimensional Equivalent Parameterized Beam Element for Nail Connections in Wood Residential Buildings vol.147, pp.4, 2009, https://doi.org/10.1061/(asce)st.1943-541x.0002983