摘要
铁路隧道按荷载-结构模式设计计算时,主要影响参数有弹性抗力系数、水压力、侧压力系数、起拱角等。采用ANSYS10.0有限元软件,在铁路隧道规范规定的参数范围内,对这些参数的变化进行计算对比,分析其对计算结果的影响程度,供今后计算中相应的参数取值参考。
To design and calculate the railway tunnel by load-structure mode,the main influence parameters include elastic resistance coefficient,water pressure,lateral pressure coefficient,arch camber angle etc.Using the ANSYS10.0 finite element software,in the range of parameters that is allowed by the code of railway tunnel,through comparisons and mathematical analysis when these change,these parameters’ influences on structure calculation are explored,which can provide reference for the calculation of similar works in the further.
出处
《建筑结构》
CSCD
北大核心
2010年第S1期417-421,共5页
Building Structure
关键词
荷载-结构法
弹性抗力系数
水压力
侧压力系数
起拱角
load-structure method
elastic reaction coefficient
water pressure
lateral pressure coefficient
arch camber angle