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Deflection and vibration limits for simply supported steel bridges

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TitleInfo
Title
Deflection and vibration limits for simply supported steel bridges
Name (type = personal)
NamePart (type = family)
Byrd
NamePart (type = given)
Shakira Shelly
NamePart (type = date)
1993-
DisplayForm
Shakira Shelly Byrd
Role
RoleTerm (authority = RULIB)
author
Name (type = personal)
NamePart (type = family)
Nassif
NamePart (type = given)
Hani
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Hani Nassif
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Advisory Committee
Role
RoleTerm (authority = RULIB)
chair
Name (type = personal)
NamePart (type = family)
Lou
NamePart (type = given)
Peng
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Peng Lou
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = personal)
NamePart (type = family)
Abu-Obeidah
NamePart (type = given)
Adi
DisplayForm
Adi Abu-Obeidah
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = corporate)
NamePart
Rutgers University
Role
RoleTerm (authority = RULIB)
degree grantor
Name (type = corporate)
NamePart
School of Graduate Studies
Role
RoleTerm (authority = RULIB)
school
TypeOfResource
Text
Genre (authority = marcgt)
theses
OriginInfo
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2020
DateOther (encoding = w3cdtf); (qualifier = exact); (type = degree)
2020-05
Language
LanguageTerm (authority = ISO 639-3:2007); (type = text)
English
Abstract (type = abstract)
Deflection and vibration significantly impact the serviceability of bridges. Deflection limits are based on subjective human responses that are not directly related to a bridge's structural integrity or vibration control. Nonetheless, deflection limits are indirectly used to limit bridge vibrations. Over the years, significant changes have occurred in the field of bridge design and construction. Today's bridges are designed with longer spans, stronger materials, and lighter decks, which impact how the bridges respond under different live loads. Five existing bridges will be used to investigate the relationship between deflection and vibration. Each bridge will be modeled using the grillage method and remodeled with adjustments made to the thickness of the deck, concrete density of the deck, and girder size. Lastly, the vibration parameters of the existing bridges and the modified bridges will be compared with current design limits and criteria.
Subject (authority = local)
Topic
Deflection
Subject (authority = LCSH)
Topic
Asphalt -- Testing
Subject (authority = RUETD)
Topic
Civil and Environmental Engineering
RelatedItem (type = host)
TitleInfo
Title
Rutgers University Electronic Theses and Dissertations
Identifier (type = RULIB)
ETD
Identifier
ETD_10915
PhysicalDescription
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application/pdf
InternetMediaType
text/xml
Extent
1 online resource (xi, 92 pages) : illustrations
Note (type = degree)
M.S.
Note (type = bibliography)
Includes bibliographical references
RelatedItem (type = host)
TitleInfo
Title
School of Graduate Studies Electronic Theses and Dissertations
Identifier (type = local)
rucore10001600001
Location
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NjNbRU
Identifier (type = doi)
doi:10.7282/t3-77j3-df80
Genre (authority = ExL-Esploro)
ETD graduate
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Rights

RightsDeclaration (ID = rulibRdec0006)
The author owns the copyright to this work.
RightsHolder (type = personal)
Name
FamilyName
Byrd
GivenName
Shakira
Role
Copyright Holder
RightsEvent
Type
Permission or license
DateTime (encoding = w3cdtf); (qualifier = exact); (point = start)
2020-05-01 01:03:10
AssociatedEntity
Name
Shakira Byrd
Role
Copyright holder
Affiliation
Rutgers University. School of Graduate Studies
AssociatedObject
Type
License
Name
Author Agreement License
Detail
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.
RightsEvent
Type
Embargo
DateTime (encoding = w3cdtf); (qualifier = exact); (point = start)
2020-05-31
DateTime (encoding = w3cdtf); (qualifier = exact); (point = end)
2022-05-31
Detail
Access to this PDF has been restricted at the author's request. It will be publicly available after May 31st, 2022.
Copyright
Status
Copyright protected
Availability
Status
Open
Reason
Permission or license
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Technical

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ContentModel
ETD
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windows xp
DateCreated (point = end); (encoding = w3cdtf); (qualifier = exact)
2020-06-10T17:06:24
CreatingApplication
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1.7
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