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点支式幕墙鱼腹式索桁架支承体系动力特性
引用本文:杨立军,孙晋,吴晓.点支式幕墙鱼腹式索桁架支承体系动力特性[J].振动与冲击,2010,29(6):223-226.
作者姓名:杨立军  孙晋  吴晓
作者单位:湖南文理学院 土木建筑工程学院,湖南常德,415000
基金项目:湖南"十一五"重点建设学科资助,湖南省普通高校青年骨干教师项目资助,湖南省科技计划项目资助 
摘    要:考虑温度变化及几何非线性影响,采用连续化理论导出了点支式玻璃幕墙预应力鱼腹式索桁架支承体系非线性振动方程。通过Galerkin方法,将偏微分程转化为常微分方程,并采用L-P法及KBM法对常微分方程进行了求解。结合工程实例讨论分析了温度变化、振幅、外激励等因素对点支式玻璃幕墙预应力鱼腹式索桁架支承体系非线性振动的影响。算例表明,点支式玻璃幕墙预应力鱼腹式索桁架支承体系固有频率随着温度的升高而减小,其非线性振动呈现“硬弹簧”特性。

关 键 词:柔性结构  振动  索桁架  点支式玻璃幕墙  动力特性  
收稿时间:2009-4-9
修稿时间:2009-6-25

Dynamic characteristics of fish-shaped cable truss support system in point-supported curtain wall
YANG Li-jun,SUN Jin,WU Xiao.Dynamic characteristics of fish-shaped cable truss support system in point-supported curtain wall[J].Journal of Vibration and Shock,2010,29(6):223-226.
Authors:YANG Li-jun  SUN Jin  WU Xiao
Affiliation:College of Architecture & Civil Engineering, Hunan University of Arts and Science, Changde 415000,P.R.China
Abstract:Taking the temperature effect and geometric nonlinearity into consideration, the nonlinear vibration equation of prestressed fish-shaped cable truss support system in point-supported glass curtain wall was derived by assuming the support system as a continuum membra. By the Galerkin method, the partial differential equation was transformed into ordinary differential equation which was solved with L-P method and KBM method. The effects of temperature, amplitude, and exterior excitation on the nonlinear vibration were discussed with the engineering example. The result indicates that frequency of prestressed fish-shaped cable truss support system in point-supported glass curtain wall will decreases, which resulted in the increases of temperature, and the vibration shows hard spring characteristic.
Keywords:flexible structures                                                      vibrations                                                      cable truss                                                      point-supported glass curtain wall                                                      dynamic characteristic
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