Summaries to Technical Papers of Annual Meeting, Japan Association for Wind Engineering
Annual Meeting 2003, Japan Association for Wind Engineering
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Wind load combinations for high-rise buildings
Part 1 Wind force combinations
*Yukio TAMURAKazuki HIBIHirotoshi KIKUCHI
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Pages 82

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Abstract
This paper discusses the quasi-static wind load effect combination to be considered in structural design of low-, middle- and high-rise building models. Various load effect combinations, e.g. across-wind base shear and torsional base moment accompanied by maximum along-wind base shear, are analyzed and discussed.
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© 2003 Japan Association for Wind Engineering
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