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.
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。
Real vehicle system includes large Numbers of nonlinear component, such as spring, damper, rubber bushing, tire and so on.
实际轿车系统中大量存在非线性元件,例如弹簧、阻尼器、橡胶衬套以及轮胎等均具有非线性特性。
The model was constructed using shell and linear spring-damper elements, including 13861 nodes and 18966 elements.
模型由壳单元和线性弹簧—阻尼单元构成。整个模型包括13861个节点和18966个单元。
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