Title :
Analysis of Critical Design Parameters for Simple-Supported Trough Girder and Arch Composite Railway Bridge
Author_Institution :
China Railway Shanghai Design Inst. Group Co., Ltd., Shanghai, China
Abstract :
Based on 64 meter Simple-supported trough girder and arch composite bridge in Ningqi line, this paper introduces proper structural details, key design parameters, and construction scheme of this kind of bridges. The advantages and disadvantages over other types of bridges with similar span are summarized, and a reference for the selection of medium span railway bridge type is provided.
Keywords :
beams (structures); bridges (structures); design engineering; railways; supports; Ningqi line; arch composite railway bridge; construction scheme; critical design parameter analysis; medium span railway bridge type selection; simple-supported trough girder; size 64 m; structural details; Bridges; Concrete; Force; Rail transportation; Rails; Steel; Structural beams; Critical Design Parameter Analysis; Railway; Simple Supported Trough Girder and Arch Composite Bridge;
Conference_Titel :
Intelligent Computation Technology and Automation (ICICTA), 2014 7th International Conference on
Conference_Location :
Changsha
Print_ISBN :
978-1-4799-6635-6
DOI :
10.1109/ICICTA.2014.31
