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铁路大跨度PC连续梁控制截面标准荷载效应比频谱的研究
引用本文:周益云,赵人达.铁路大跨度PC连续梁控制截面标准荷载效应比频谱的研究[J].桥梁建设,2001(2):5-7.
作者姓名:周益云  赵人达
作者单位:西南交通大学土木工程学院,
摘    要:采用疲劳列车,将各种疲劳列车模拟通过两座铁路大跨度连续梁桥,以获取连续梁控制截面的疲劳荷载效应谱;将疲劳荷载效应与标准荷载最大效应建立关系,便可得到连续梁控制截面的标准荷载效应比频谱。利用标准荷载效应比频谱,可计算出钢筋的等效等幅应力换算系数。

关 键 词:铁路桥  预应力混凝土梁  连续梁  疲劳荷载  标准荷载效应比频谱
文章编号:1003-4722(2001)02-0005-03
修稿时间:2000年7月10日

The Study for the Railway Long-span PC Continuous Beam about the Effect Ratio Spectrum of Standard Load of Controlling Sections
ZHOU Yi-yun,ZHAO Ren-da.The Study for the Railway Long-span PC Continuous Beam about the Effect Ratio Spectrum of Standard Load of Controlling Sections[J].Bridge Construction,2001(2):5-7.
Authors:ZHOU Yi-yun  ZHAO Ren-da
Abstract:In the paper, fatigue trains are applied to check the fatigue behavior of concrete continuous beams. According to fatigue trains, two railway long-span PC or PPC continuous beams are loaded through computer simulation, the transportation stresses of controlling sections of continuous beams are acquired and compared with the maximum fatigue stress range produced by Chinese railway standard traffic loading. The effect ratio spectrums of standard load and the equivalent constant amplitude repeated stress of controlling sections are calculated.
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