Development of an Advanced Alongwind Equivalent Static Design Wind Loads for Tall Buildings.
博士 === 淡江大學 === 土木工程學系博士班 === 96 === The wind loading of a tall building can be divided into three components: alongwind, acrosswind and torsional wind loads. For the alongwind load, it is induced by the mean wind speed pressure and the turbulence characteristics of the approach flow. It is generall...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/06885000154122586688 |