多跨体外预应力连续梁动力特性研究-模态解析解

石鲁宁;闫维明;何浩祥;陈彦江

振动与冲击 ›› 2014, Vol. 33 ›› Issue (16) : 50-55.

PDF(1414 KB)
PDF(1414 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (16) : 50-55.
论文

多跨体外预应力连续梁动力特性研究-模态解析解

  • 石鲁宁,闫维明,何浩祥,陈彦江
作者信息 +

Study on dynamic characteristics of multi-span continuous beam with external tendons-modal analytical solution

  • SHI Lu-ning, YAN Wei-ming, HE Hao-xiang, CHEN Yan-jiang
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文章历史 +

摘要

为研究多跨体外预应力连续梁动力特性解析表达,基于Bernoulli-Euler梁理论建立任意预应力筋布置形式的连续梁分析模型。在Ayaho Miyamoto研究基础上,建立预应力变化量与位移函数关系,将连续梁视为满足弯矩、转角条件的多个单跨梁,采用分段联立方法建立多跨体外预应力连续梁振动方程组,获得频率方程解析解。以两、三跨体外预应力连续梁为例,通过求解频率方程获得自振频率,与有限元及试验比较表明结果吻合较好。用该方法可较准确求得多跨体外预应力连续梁自振频率、振型等动力参数。

Abstract

In order to study the analytic expression of the dynamic characteristics with the continuous beam with external tendons, established the analysis model with any form of prestressed tendon layout based on the Bernoulli-Euler beam theory. Based on the formula presented by Ayaho Miyamoto, through established the relationship between prestressing force and displacement and taking the continuous beam as the multiple single beams satisfied with the moment and angle conditions, and derived the vibration equation of beam using piecewise simultaneous method and got the frequency equation. Taking two-span and three-span continuous beams with external tendons as an example, to solve the frequency equation and get natural frequency. Compared the results of the formulas with FEA and existing tests results, It is found the result calculated by the formulas is in good agreement with the results of FEM and existing tests. This method can get the dynamic parameters of continuous beam with external tendons accurately.

关键词

多跨体外预应力连续梁 / 自振频率 / 振动方程 / 频率方程 / 动力特性

Key words

multi-span continuous beam with external tendons / natural frequency / vibration equation / frequency equation / dynamic behavior

引用本文

导出引用
石鲁宁;闫维明;何浩祥;陈彦江. 多跨体外预应力连续梁动力特性研究-模态解析解[J]. 振动与冲击, 2014, 33(16): 50-55
SHI Lu-ning;YAN Wei-ming;HE Hao-xiang;CHEN Yan-jiang. Study on dynamic characteristics of multi-span continuous beam with external tendons-modal analytical solution[J]. Journal of Vibration and Shock, 2014, 33(16): 50-55

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