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contributor authorTanabe, M.
contributor authorSogabe, M.
contributor authorWakui, H.
contributor authorMatsumoto, N.
contributor authorTanabe, Y.
date accessioned2017-05-09T01:26:23Z
date available2017-05-09T01:26:23Z
date issued2016
identifier issn1555-1415
identifier othercnd_011_03_031004.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/160470
description abstractA robust and efficient computational method to solve the dynamic interaction of a highspeed train and railway structure including derailment during an earthquake is given. Mechanical models to express contact–impact behaviors during and after derailment are described. A modal reduction has been developed to solve nonlinear equations of motions of the train and railway structure effectively. The exact time integration in the modal coordinate is given that is free from the roundoff error normally appeared in the numerical time integration for very small time increments to solve the interaction including derailment during an earthquake. Some examples are demonstrated.
publisherThe American Society of Mechanical Engineers (ASME)
titleExact Time Integration for Dynamic Interaction of High Speed Train and Railway Structure Including Derailment During an Earthquake
typeJournal Paper
journal volume11
journal issue3
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.4030829
journal fristpage31004
journal lastpage31004
identifier eissn1555-1423
treeJournal of Computational and Nonlinear Dynamics:;2016:;volume( 011 ):;issue: 003
contenttypeFulltext


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