铁道标准设计Issue(3)：134-137,138,5.DOI:10.13238/j.issn.1004-2954.2015.03.032
兰新铁路西宁站弹性边界条件钢结构楼梯设计研究
The Design of Steel Structure Stairs with Elastic Boundary Conditions in Xining Station on Lan~Xin Railway Line
张亚娟1
作者信息
- 1. 中铁第一勘察设计院集团有限公司城建院，西安 710043
- 折叠
摘要
Abstract
In view of the present big railway stations with large span steel staircase structures, which are compared and analyzed by means of independent calculation model and combined station building calculation model, this paper reveals the differences in internal bar stress and self-vibration characteristics of the staircase structure under complicated boundary conditions. The results show that the bearing stiffness of stair poses significantly influence on the internal force and the self-vibration characteristics of the structure, which is one of the important factors in structural design. Meanwhile, it is suggested that similar project staircase structure design should employ combithe main structure of conjoint analysis method, in order to obtain the stair structure mechanics response of the real complicated boundary conditions.关键词
铁路客站/楼梯结构/独立分析/联合分析/自振周期/特征值分析/Ritz向量法Key words
Railway passager Station/Stair structure/Independent analysis/Conjoint analysis/Natural vibration period/Eigenvalue analysis/Ritz vector method分类
建筑与水利引用本文复制引用
张亚娟..兰新铁路西宁站弹性边界条件钢结构楼梯设计研究[J].铁道标准设计,2015,(3):134-137,138,5.
