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  5. Dynamic Amplification Factors for Bridges with Various Boundary Conditions
 
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Dynamic Amplification Factors for Bridges with Various Boundary Conditions

Author(s)
Carey, Ciaran  
O'Brien, Eugene J.  
González, Arturo  
Uri
http://hdl.handle.net/10197/4096
Date Issued
2010-09
Date Available
2013-02-12T11:50:41Z
Abstract
It is important that the assessment of bridges be as accurate as possible. Dynamic
amplification is one area in which the codes are sometimes overly conservative.
Bridge dynamics is well researched but the majority of this research has concentrated
on simply supported bridges. This paper examines the effect that introducing support
rotational restraint has on bridge dynamic amplification factors. Finite element models
are used with rotational springs at the bridge supports. This paper examines the effect
of vehicle velocity on the dynamic amplification for the different end restraints.
Type of Material
Conference Publication
Publisher
BCRI
Copyright (Published Version)
2010, BCRI
Subjects

Boundary conditions

Dynamic amplification...

Speed

Language
English
Status of Item
Not peer reviewed
Conference Details
Bridge & Infrastructure Research in Ireland 2010, Cork Institute of Technology, September, 2010
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
File(s)
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Thumbnail Image
Name

c110.pdf

Size

437.13 KB

Format

Adobe PDF

Checksum (MD5)

9d88ef4807d6b762a9e75f2c03ccba06

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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