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3D FEM & Multibody System Coupling o...

Masurekar, Sarvesh.

3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure./
作者:	Masurekar, Sarvesh.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2018,
面頁冊數:	117 p.
附註:	Source: Masters Abstracts International, Volume: 58-01.
Contained By:	Masters Abstracts International58-01(E).
標題:	Mechanical engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10956987
ISBN:	9780438268111

3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.
Masurekar, Sarvesh.

3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure. - Ann Arbor : ProQuest Dissertations & Theses, 2018 - 117 p.

Source: Masters Abstracts International, Volume: 58-01.

Thesis (M.S.)--University of Illinois at Chicago, 2018.

Rail transportation of both passengers and goods plays a vital and evolving role in US society and worldwide. Particularly with the introduction of higher-speed rail in the US, new problems need to be addressed efficiently and economically. One such issue is the effect of vibrations from rail traffic on nearby buildings. In extreme cases, vibrations may lead structural fatigue, but occupant comfort is generally the controlling issue.

ISBN: 9780438268111Subjects--Topical Terms:

557493
Mechanical engineering.

3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.
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245 1 0 $a 3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2018
300 $a 117 p.
500 $a Source: Masters Abstracts International, Volume: 58-01.
500 $a Adviser: Craig Foster.
502 $a Thesis (M.S.)--University of Illinois at Chicago, 2018.
520 $a Rail transportation of both passengers and goods plays a vital and evolving role in US society and worldwide. Particularly with the introduction of higher-speed rail in the US, new problems need to be addressed efficiently and economically. One such issue is the effect of vibrations from rail traffic on nearby buildings. In extreme cases, vibrations may lead structural fatigue, but occupant comfort is generally the controlling issue.
520 $a Computer analysis techniques have been shown to be an effective tool for examining a variety of problems. In this work, we perform a coupled finite element and multibody analysis of vibration in buildings due to a passing train. The model of the track, substructure, and building is constructed in commercial finite element software, and modal analysis is performed to identify the important vibration characteristics. This information is imported into the multibody analysis software, which performs a dynamic analysis of wheel-interaction in the time domain. We then reconstruct the full displacement and accelerations from the modal displacement to evaluate the vibration magnitudes of the building.
590 $a School code: 0799.
650 4 $a Mechanical engineering. $3 557493
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710 2 $a University of Illinois at Chicago. $b Mechanical and Industrial Engineering. $3 1180413
773 0 $t Masters Abstracts International $g 58-01(E).
790 $a 0799
791 $a M.S.
792 $a 2018
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10956987

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