中国土木工程学报 关键词：高层建筑；顺风向；风荷载；相干性 [gap=1320]Keywords: high-rise building; along-wind; wind load; coherence
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他的舰队乘着顺风向赤壁驶去。
基于结构随机振动理论，可导出顺风向风振时各类风响应。
Based on random vibration theory, the along wind structural response formulae are derived.
本文提出了用斜拉弹簧阻尼器模型装置控制高层建筑结构的顺风向随机风振反应。
The paper proposes a model mechanism so called Cross-tensioned Spring Damper, by which the along stochastic wind-load dynamic responses of tall buildings can be controlled efficiently.
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