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巨型框架多功能减振结构的有限元计算方法
引用本文:田玉基,蓝宗建,杨庆山.巨型框架多功能减振结构的有限元计算方法[J].工程力学,2004,21(3):118-122.
作者姓名:田玉基  蓝宗建  杨庆山
作者单位:北方交通大学土木建筑工程学院,北京,100044;东南大学土木工程学院,南京,210096
基金项目:国家自然科学基金资助项目(59778040)
摘    要:巨型框架多功能减振结构的结构复杂、规模庞大,并且它是由具有不同阻尼特性的材料组成的。因此,采用有限元方法进行计算时面临着一系列问题需要解决。针对巨型框架多功能减振结构的受力特性,给出了巨型框架多功能减振结构的三维简化计算模型,大大缩减了计算自由度。由于隔震橡胶垫的变形主要是水平剪切变形,因此,将隔震橡胶垫看做具有阻尼特性的三维弹性或弹塑性铰,并提出了隔震橡胶垫单元的三维单元模型。由于巨型框架多功能减振结构的非经典阻尼特性,可以采用子结构技术对巨型框架多功能减振结构进行有限元建模、计算。

关 键 词:巨型框架  结构控制  有限元方法  橡胶垫单元  子结构建模
文章编号:1000-4750(2004)03-0118-05

FINITE ELEMENT ANALYSIS OF MULTI-FUNCTIONAL VIBRATION-ABSORPTION MEGA-FRAMES
TIAN Yu-ji,LAN Zong-jian,YANG Qing-shan.FINITE ELEMENT ANALYSIS OF MULTI-FUNCTIONAL VIBRATION-ABSORPTION MEGA-FRAMES[J].Engineering Mechanics,2004,21(3):118-122.
Authors:TIAN Yu-ji  LAN Zong-jian  YANG Qing-shan
Affiliation:TIAN Yu-ji1,LAN Zong-jian2,YANG Qing-shan1
Abstract:The multifunctional vibration-absorption mega-frame structures, which are composed of parts with different damping coefficients, are complicated and large-scale systems. Problems arise when the finite element method is adopted to analyze the systems. Considering the performance of the system under dynamic loads, a simplified three-dimensional finite element model, in which the degrees of freedom are condensed, is presented. The main deformation of the laminated rubber bearings (LRBs) is the horizontal shear deformation; therefore a LRB is regarded as a three-dimensional elastic or elasto-plastic hinge with damping character and a three-dimensional finite element model of the LRB is presented. The substructure technique is adopted to analyze the multifunctional vibration-absorption mega-frame structures.
Keywords:mega-frame  structure control  finite element method  LRB model  sub-structure
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