摘要
基于随机振动复模态分析理论,计算提出了巨-子型控制结构体系在随机风载作用下,结构反应与附加粘滞阻尼器阻尼值的关系;利用搜索的方法,寻找出最优的附加阻尼值;研究分析的结果表明,新型的巨-子型控制结构体系在合理安装附加粘滞阻尼器后,减振效果非常理想。
The complex model theory of random vibration is applied to solve the value of displacement and acceleration of the structure. Under the action of random wind loads, the relation between the response of mega - sub controlled structure and the damping value of the attaching viscous dampers is advanced. The best damping value of the attaching dampers is found with the method of constantly searching. The excellent effect of vibration - absorption is demonstrated, when the viscous dampers is fixed in the building system in reason.
出处
《黑龙江大学自然科学学报》
CAS
北大核心
2005年第4期544-549,共6页
Journal of Natural Science of Heilongjiang University
基金
西北工业大学研究生创业种子基金资助项目(Z200534)
关键词
巨-子型结构体系
复模态计算
质量调频阻尼器
粘滞阻尼器
随机风载
mega - sub controlled building system
calculation of complex model
mass tuned damper
viscous damper
random wind loads