東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

A Framework for the Probabilistic Ev...

Pasco, William A.

FindBook

Google Book

Amazon

博客來

A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality./
作者:	Pasco, William A.
出版者:	Ann Arbor : ProQuest Dissertations & Theses, : 2023,
面頁冊數:	65 p.
附註:	Source: Masters Abstracts International, Volume: 85-05.
Contained By:	Masters Abstracts International85-05.
標題:	Geophysics. -
電子資源:	https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30317484
ISBN:	9798380844192

A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality.
Pasco, William A.

A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality. - Ann Arbor : ProQuest Dissertations & Theses, 2023 - 65 p.

Source: Masters Abstracts International, Volume: 85-05.

Thesis (M.S.)--California State University, Long Beach, 2023.

This item must not be sold to any third party vendors.

While modern overpass bridges are safe from collapse, their functionality will likely be compromised in the case of a design-level or beyond-design-level earthquake, which may generate excessive residual displacements of the bridge deck. This research develops a method for the probabilistic evaluation of the post-earthquake functionality state of a bridge. The approach is founded on an explicit evaluation of the structural responses of a bridge following an earthquake and the associated traffic capacity and functionality by considering realistic traffic load scenarios.To properly evaluate a bridge's post-earthquake functionality state, realistic traffic loadings representative of different bridge accessibilities (e.g., immediate access, limited access, emergency traffic only, closed) are applied in the proposed model following an earthquake simulation. The traffic loadings in the finite-element model consider the distribution of the vehicles on a bridge that cause the largest forces in the bridge columns. This evaluation of the post-earthquake functionality of a bridge may be used in place of current practices to improve public safety and to minimize the economic impact caused by the disruption of the transportation network from potentially unnecessary bridge closures.

ISBN: 9798380844192Subjects--Topical Terms:

535228
Geophysics.
Subjects--Index Terms:

Bridge

A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality.
LDR:02475nmm a2200397 4500 001 2393613
005 20240414211452.5
006 m o d
007 cr#unu||||||||
008 251215s2023 ||||||||||||||||| ||eng d
020 $a 9798380844192
035 $a (MiAaPQ)AAI30317484
035 $a AAI30317484
040 $a MiAaPQ $c MiAaPQ
100 1 $a Pasco, William A. $3 3763083
245 1 2 $a A Framework for the Probabilistic Evaluation of Post-Earthquake Bridge Functionality.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2023
300 $a 65 p.
500 $a Source: Masters Abstracts International, Volume: 85-05.
500 $a Advisor: Terzic, Vesna.
502 $a Thesis (M.S.)--California State University, Long Beach, 2023.
506 $a This item must not be sold to any third party vendors.
520 $a While modern overpass bridges are safe from collapse, their functionality will likely be compromised in the case of a design-level or beyond-design-level earthquake, which may generate excessive residual displacements of the bridge deck. This research develops a method for the probabilistic evaluation of the post-earthquake functionality state of a bridge. The approach is founded on an explicit evaluation of the structural responses of a bridge following an earthquake and the associated traffic capacity and functionality by considering realistic traffic load scenarios.To properly evaluate a bridge's post-earthquake functionality state, realistic traffic loadings representative of different bridge accessibilities (e.g., immediate access, limited access, emergency traffic only, closed) are applied in the proposed model following an earthquake simulation. The traffic loadings in the finite-element model consider the distribution of the vehicles on a bridge that cause the largest forces in the bridge columns. This evaluation of the post-earthquake functionality of a bridge may be used in place of current practices to improve public safety and to minimize the economic impact caused by the disruption of the transportation network from potentially unnecessary bridge closures.
590 $a School code: 6080.
650 4 $a Geophysics. $3 535228
650 4 $a Public policy. $3 532803
653 $a Bridge
653 $a Capacity
653 $a Earthquake
653 $a Engineering
653 $a Functionality
690 $a 0543
690 $a 0630
690 $a 0373
710 2 $a California State University, Long Beach. $b Civil Engineering & Construction Engineering Management. $3 3555021
773 0 $t Masters Abstracts International $g 85-05.
790 $a 6080
791 $a M.S.
792 $a 2023
793 $a English
856 4 0 $u https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30317484