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简支转连续桥梁温度效应通用计算方法研究
引用本文:盛可鉴,王景波. 简支转连续桥梁温度效应通用计算方法研究[J]. 交通科技与经济, 2020, 22(4): 45-47
作者姓名:盛可鉴  王景波
作者单位:黑龙江工程学院 土木与建筑工程学院,黑龙江 哈尔滨 150050;黑龙江工程学院 土木与建筑工程学院,黑龙江 哈尔滨 150050
基金项目:黑龙江工程学院博士基金项目
摘    要:简支转连续桥梁受温度影响时,结构将产生内力重分布现象。目前有限元方法几乎成为简支转连续梁桥温度效应计算的唯一手段。针对简支转连续结构体系特点,根据结构力学推导计算,得到温度效应通用计算公式,为该类结构的设计计算提供理论参考。

关 键 词:简支转连续  温度场  内力重分布  有限元  经典力学

Research on computational method of temperature internal force of simple-continuous bridge based on classical mechanics theory
SHENG Kejian,WANG Jingbo. Research on computational method of temperature internal force of simple-continuous bridge based on classical mechanics theory[J]. Technology & Economy in Areas of Communications, 2020, 22(4): 45-47
Authors:SHENG Kejian  WANG Jingbo
Affiliation:(College of Civil and Architectural Engineering,Heilongjiang Institute of Technology,Harbin 150050,China)
Abstract:Owing to the temperature influence,the structure of simple-continuous bridge will produce internal force redistribution.Presently,the finite-element method is nearly the only way to solve it.Aiming at the system characteristics of simple-continuous bridge,based on classical mechanics computation theory,this paper deduces the universal calculation equation of temperature internal force of simple-continuous bridge as the theory of design.
Keywords:simple-continuous  temperature field  internal force redistribution  finite-element method  classical mechanics
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