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用拉普拉斯变换方法求解非比例阻尼隔震结构
Calculation of Non-proportionally Damped IsolatedStructure by Using Laplace Transform Method
【摘要】 将基础隔震结构用双自由度振动体系模拟,在建立振动运动方程时考虑振动系统非比例 阻尼效应,用小参数展开法导出了体系动力特性的近似解析解,用拉普拉斯变换方法获得该 种隔震结构地震时域响应的积分解,并在数值算例中分析了等代体系动力特性及地震响应计 算结果的精度.
【Abstract】 :The base-isolated struc ture is simulated with a 2-DOF vibration system, and the equation of motion is established by way of considering the non-proportional damping effect. An a pproximate ana lytical solution of the dynamic characteristics of the system is derived by usin g small parameter extension method, and the time-domain earthquake response of the isolated structure is obtained on the basis of Laplace transform method. The accuracy of the dynamic characteristics and response results of the system is a nalyzed through a numerical example at the end of the paper.
【关键词】 动力分析;
阻尼;
运动方程;
基础隔震;
非比例阻尼;
工程抗震;
【Key words】 dynamic analysis; dam ping; equation of motion; base isolation; non-proportional damping; se ismic des?;
【Key words】 dynamic analysis; dam ping; equation of motion; base isolation; non-proportional damping; se ismic des?;
【基金】 甘肃省科技攻关基金!(GK974-调-8)
- 【文献出处】 兰州大学学报 ,Journal of Lanzhou University , 编辑部邮箱 ,2000年06期
- 【分类号】TU352.12
- 【被引频次】18
- 【下载频次】228