Wind and Structures

  • 제3권4호
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  • Pages.279-289
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  • 2000
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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Wind load combinations and extreme pressure distributions on low-rise buildings

  • 발행 : 2000.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The main purpose of this paper is to demonstrate the necessity of considering wind load combinations even for low-rise buildings. It first discusses the overall quasi-static wind load effects and their combinations to be considered in structural design of low-rise buildings. It was found that the maximum torsional moment closely correlates with the maximum along-wind base shear. It was also found that the instantaneous pressure distribution causing the maximum along-wind base shear was quite similar to that causing the maximum torsional moment, and that this asymmetric pressure pattern simultaneously accompanies considerable across-wind and torsional components. Secondly, the actual wind pressure distributions causing maximum quasi-static internal forces in the structural frames are conditionally sampled and their typical pressure patterns are presented.

키워드

참고문헌

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  3. Holmes, J. D. (1992), "Optimised peak load distributions", Journal of Wind Engineering and Industrial Aerodynamics, 41-44, 267-276.
  4. Kasperski, M. (1992), "Extreme wind load distributions for linear and nonlinear design", Engineering Structures, The Journal of Earthquake, Wind and Ocean Engineering, 14(1), 27- 34.
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  7. Ueda, H., Hibi, K., Tamura, Y. and Fujii, K. (1994), "Multi-channel simultaneous fluctuating pressure measurement system and its application", Journal of Wind Engineering and Industrial Aerodynamics, 51, 93-104. https://doi.org/10.1016/0167-6105(94)90079-5

피인용 문헌

  1. Dynamic Wind Load Combination for a Tall Building Based on Copula Functions vol.17, pp.08, 2017, https://doi.org/10.1142/S0219455417500924
  2. Correlation and combination of wind force components and responses vol.125, 2014, https://doi.org/10.1016/j.jweia.2013.11.015
  3. Revisiting combination rules for estimating extremes of linearly combined correlated wind load effects vol.141, 2015, https://doi.org/10.1016/j.jweia.2015.02.002
  4. Effects of Incident Flows on Wind Loads and Their Combinations on a Low-Rise Building Immersed in a Long Upstream Fetch vol.140, pp.5, 2014, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000919
  5. Extreme wind pressure distributions on low-rise building models vol.89, pp.14-15, 2001, https://doi.org/10.1016/S0167-6105(01)00153-2
  6. Wind-tunnel development and trends in applications to civil engineering vol.91, pp.3, 2003, https://doi.org/10.1016/S0167-6105(02)00396-3
  7. Quasi-static wind load combinations for low- and middle-rise buildings vol.91, pp.12-15, 2003, https://doi.org/10.1016/j.jweia.2003.09.020
  8. Aerodynamics of closely spaced buildings: With application to linked buildings vol.149, 2016, https://doi.org/10.1016/j.jweia.2015.11.007
  9. WIND LOAD COMBINATIONS FOR LOW-RISE BUILDINGS vol.67, pp.551, 2000, https://doi.org/10.3130/aijs.67.13_1
  10. Correlation of wind load combinations including torsion on medium-rise buildings vol.15, pp.5, 2000, https://doi.org/10.12989/was.2012.15.5.423
  11. EFFECTS OF SURROUNDING BUILDINGS ON QUASI-STATIC WIND LOAD COMBINATIONS FOR A LOW-RISE BUILDING vol.78, pp.689, 2000, https://doi.org/10.3130/aijs.78.1219
  12. Component Combination Rules of Wind Load Effects of Building Structures vol.10, pp.24, 2000, https://doi.org/10.3390/app10248775
  13. Comparative assessment of ASCE 7-16 and KBC 2016 for determination of design wind loads for tall buildings vol.31, pp.6, 2000, https://doi.org/10.12989/was.2020.31.6.575