contributor author | Yung-Hsiang Chen | |
contributor author | Chen-Yu Li | |
date accessioned | 2017-05-08T21:24:46Z | |
date available | 2017-05-08T21:24:46Z | |
date copyright | May 2000 | |
date issued | 2000 | |
identifier other | %28asce%291084-0702%282000%295%3A2%28124%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50480 | |
description abstract | The study of the dynamic response of the elevated railway for the high-speed train in the Taiwan area at the preliminary design stage is presented. Two types of the elevated reinforced concrete railway, they being the simple-span and the three-equal-span box girders supported on piers; three types of the high-speed train, namely, the French T.G.V., the German I.C.E., and the Japanese S.K.S.; and the maximum operation speed 350 km/h are under investigation. The general dynamic stiffness matrix of a damped Timoshenko beam is employed for the structural analysis. The influence line of any dynamic response (also called the dynamic influence line) of the elevated railway subjected to the high-speed train, considered as a series of the moving loads, is calculated by the mode-superposition method. A preliminary design of the section of the railway is proposed for this study. | |
publisher | American Society of Civil Engineers | |
title | Dynamic Response of Elevated High-Speed Railway | |
type | Journal Paper | |
journal volume | 5 | |
journal issue | 2 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2000)5:2(124) | |
tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002 | |
contenttype | Fulltext | |