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端点位移激励下斜拉索非线性振动计算方法研究

王涛 沈锐利

计算力学学报2016,Vol.33Issue(3):294-300,312,8.
计算力学学报2016,Vol.33Issue(3):294-300,312,8.DOI:10.7511/jslx201603003

端点位移激励下斜拉索非线性振动计算方法研究

Investigation on computing method of nonlinear vibration of the stayed cable with displacement excitation at the end point

王涛 1沈锐利2

作者信息

  • 1. 西南科技大学土木工程与建筑学院,绵阳621010
  • 2. 西南交通大学土木工程学院,成都610031
  • 折叠

摘要

Abstract

According to the theory of cable dynamic ,a large amplitude nonlinear dynamic function of the cable with displacement excitation at the end point was deduced by considering the relations between different order modes of nonlinear vibration in cable .T he influence of different sag‐span ratio on vibra‐tion characteristics of the cable was discussed based on the parameters of a real cable .A numerical result based on cable nonlinear dynamic function was calculated by Runge‐Kutta method ,proved the reliability of the theoretical model ,by comparing with the result of nonlinear FEM dynamic time‐history integral .

关键词

斜拉索/模态/非线性振动/几何非线性/数值计算

Key words

stayed cables/mode/nonlinear dynamic/geometrical nonlinearity/numeric calculation

分类

数理科学

引用本文复制引用

王涛,沈锐利..端点位移激励下斜拉索非线性振动计算方法研究[J].计算力学学报,2016,33(3):294-300,312,8.

基金项目

国家自然科学基金(51178396)资助项目. ()

计算力学学报

OA北大核心CSCDCSTPCD

1007-4708

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