Parametric Study of the Crosswind Response of Tall Buildings Using Frequency Domain Analysis and Random Vibration Method
By increasing the height and slenderness of tall buildings, the wind-induced dynamic response especially crosswind response becomes the governing parameter in the occupant comfort requirement of tall buildings. In the present study, crosswind response of tall buildings has been investigated using th...
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| Formato: | article |
| Lenguaje: | FA |
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Iranian Society of Structrual Engineering (ISSE)
2021
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| Acceso en línea: | https://doaj.org/article/49ccd66b0f0b4152b3b80b01b0233534 |
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