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论文摘要

大跨索网结构动力特性

Dynamic Characteristics of Long-span Cable-net Structures

作者:杨立军(湖南文理学院 土木建筑工程学院);吴 晓(湖南文理学院 土木建筑工程学院);叶柏龙(中南大学 土木建筑学院);罗佑新(湖南文理学院 土木建筑工程学院)

Author:YANG Li-jun(College of Architecture & Civil Engineering, Hunan University of Arts and Science);WU Xiao(College of Architecture & Civil Engineering, Hunan University of Arts and Science);YE Bai-long(College of Civil and Architectural Engineering, Central South University);LUO You-xin(College of Architecture & Civil Engineering, Hunan University of Arts and Science)

收稿日期:2009-11-20          年卷(期)页码:2010,42(6):85-90

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:振动;索网;动力特性;大跨度

Key words:vibrations;cable nets;dynamic characteristics;long-span

基金项目:国家创新基金支持项目(08C26224301132);湖南“十一五”重点建设学科(湘教通(2006)180号);湖南省普通高校青年骨干教师项目(湘教通(2007)256号);湖南省科技计划项目(2008FJ3067)

中文摘要

大跨索网结构广泛应用于工程实际。为给该结构的抗风设计和抗震设计提供有价值的参考,以椭圆型双曲抛物面索网为研究对象研究了大跨索网结构的动力特性。考虑温度变化及几何非线性影响,采用连续化理论导出椭圆型双曲抛物面索网非线性振动方程。通过Galerkin方法,将偏微分方程转化为常微分方程,并采用L P法和KBM法对常微分方程进行了求解。结合算例分析了温度变化、振幅、外激励等因素对椭圆型双曲抛物面索网非线性振动的影响。算例表明,索网固有频率随着温度的升高而减小,随振幅的增大而增大,其非线性振动频率高于线性振动频率。索网在简谐荷载作用下稳态振动是与外激励同周期的简谐振动。

英文摘要

The long-span cable nets are widely used in practical engineering. For the purpose of providing a basis for anti-wind and anti-earthquake design of this structure, the dynamic characteristics of elliptic hyperbolic paraboloid cable nets were analyzed. Taking the temperature and geometric nonlinearity into consideration, the nonlinear vibration equation of elliptic hyperbolic paraboloid cable nets 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 calculation example. The results indicated that the natural frequency of cable nets decreased with the increases of temperature, while the frequency increased when amplitude increased. In addition, its nonlinear vibration frequency was higher than linear vibration frequency. The steady state vibration of cable nets under harmonic load was simple harmonic vibration with the same period of exterior excitation.

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