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Dissertations / Theses on the topic 'Box girder bridges Iron and steel bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 2 February 2022

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1

Al-Shaleh, Khaled. "Optimum design of straight steel box girder bridges." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/15373.

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2

Hartnagel, Bryan A. "Inelastic design and experimental testing of compact and noncompact steel girder bridges /." free to MU campus, to others for purchase, 1997. http://wwwlib.umi.com/cr/mo/fullcit?p9841147.

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3

Pham, Huy V. "Evaluation of Redundancy of Twin Steel Box-Girder Bridges." FIU Digital Commons, 2016. http://digitalcommons.fiu.edu/etd/2720.

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Based on the definition given in the AASHTO LRFD Bridge Design Specifications, twin steel box-girder bridges are classified as bridges with fracture critical members (FCMs), in which a failure of a tension member is expected to lead to a collapse of the bridge. However, a number of such bridges with either a partial or full-depth crack in one girder have been reported and are still providing service without collapsing. The main objective of this research project is to understand the behavior of twin steel box-girder bridges and to develop methods for evaluating their redundancy level in the ev

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4

Patel, Purvik. "LRFD design of double composite box girder bridges." [Tampa, Fla] : University of South Florida, 2009. http://purl.fcla.edu/usf/dc/et/SFE0003218.

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5

Jãuregui, David Villegas. "Measurement-based evaluation of non-composite steel girder bridges /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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6

Kucz, Daniel Allen. "Analysis of distortion-induced fatigue cracking in a steel trapezoidal box girder bridge." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 177 p, 2009. http://proquest.umi.com/pqdweb?did=1885755701&sid=9&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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7

Hindi, Waleed A. "Behaviour and design of stiffened compression flanges of steel box girder bridges." Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/843763/.

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The objective of the work reported in this thesis is to study the behaviour of stiffened compression flanges of steel box girder bridges. Various collapse modes and many different parameters that effect the behaviour of the stiffened panels which make up the flanges have been considered. In order to achieve this, a series of three parametric studies have been carried out using a finite element package (LUSAS), which allows for both material and geometric non-linearities. The aim of the work was, in the main, to provide a datum for assessing design recommendations being prepared for the ECCS (E

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8

Quigley, James R. "Analysis of distortion-induced fatigue cracking of a trapezoidal steel box girder bridge including retrofit investigation." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 171 p, 2009. http://proquest.umi.com/pqdweb?did=1885755711&sid=2&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Thesis (M.C.E.)--University of Delaware, 2009.<br>Principal faculty advisors: Michael J. Chajes and Harry W Shenton III, Dept. of Civil & Environmental Engineering. Includes bibliographical references.

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9

Davidson, Michael. "Assessment of Passive Fire Protection on Steel-Girder Bridges." TopSCHOLAR®, 2012. http://digitalcommons.wku.edu/theses/1213.

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Bridges in the US are severely damaged or suffer collapse from fires at significant rates, even when compared to other hazards such as earthquakes. Fire-induced bridge collapses are perpetuated by the general lack of installed fire protection systems. Therefore, new materials and applications are needed to mitigate structural damage that can be caused to civil infrastructure by severe fires. Accordingly, the objective of this study is to further the development of new fire protection applications in transportation structures. Specifically, the investigation centers on the development of new ap

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10

Nour, Said Ibrahim. "Load distribution in curved composite concrete deck-steel multiple-spine box girder bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/MQ62260.pdf.

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11

Cullen, Lauren E. "An evaluation of the strength characteristics of horizontally curved steel I-girder bridges." Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5033.

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Thesis (M.S.)--West Virginia University, 2007.<br>Title from document title page. Document formatted into pages; contains ix, 226 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 179-187).

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12

Sanchez, Telmo Andres. "Influence of bracing systems on the behavior of curved and skewed steel I-girder bridges during construction." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/42731.

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The construction of horizontally curved bridges with skewed supports requires careful consideration. These types of bridges exhibit three-dimensional response characteristics that are not commonly seen in straight bridges with normal supports. As a result, engineers may face difficulties during the construction, when the components of the bridge do not fit together or the final geometry of the structure does not correspond to that intended by the designer. These complications can lead to problems that compromise the serviceability aspects of the bridge and in some cases, its structural integri

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13

Jung, Se-Kwon. "Inelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems." Diss., Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/11618.

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This research investigates the strength behavior of horizontally curved composite I-girder bridge structural systems, and the representation of this behavior by the AASHTO (2004b) LRFD provisions. The primary focus is on the design of a representative curved composite I-girder bridge tested at the FHWA Turner-Fairbank Highway Research Center, interpretation of the results from the testing of this bridge, including correlation with extensive linear and nonlinear finite element analysis solutions, and parametric extension of the test results using finite element models similar to those validated

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14

Ozgur, Cagri. "Influence of cross-frame detailing on curved and skewed steel I-girder bridges." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/42769.

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Curved and skewed I-girder bridges exhibit torsional displacements of the individual girders and of the overall bridge cross-section under dead loads. As a result, the girder webs can be plumb in only one configuration. If the structure is built such that the webs are plumb in the ideal no-load position, they generally cannot be plumb under the action of the structure's steel or total dead load; hence, twisting of the girders is unavoidable under dead loads. The deflected geometry resulting from these torsional displacements can impact the fit-up of the members, the erection requirements (cran

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15

Lindquist, Lisa. "Corrosion of steel bridge Girder anchor bolts." Thesis, Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24649.

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The research objectives for this project were to explicitly define the anchor bolt corrosion problem in the state of Georgia and recommend action to the Georgia Department of Transportation. The bearing assembly of concern is the plate bearing assembly, in which carbon steel and/or bronze plates are anchored by either carbon steel or stainless steel anchor bolts. Inspection report data revealed that anchor bolt corrosion was ubiquitous for all environments in Georgia; the problem was reported for 27% of the steel girder bridges throughout the state. Based on a synthesis of the field investigat

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16

Linzell, Daniel Gattner. "Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight." Diss., Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/18342.

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17

Chen, Brian Scott Yura J. A. Frank Karl H. "Top-lateral bracing systems for trapezoidal steel box-girder bridges." 2002. http://wwwlib.umi.com/cr/utexas/fullcit?p3108484.

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18

Chen, Brian Scott. "Top-lateral bracing systems for trapezoidal steel box-girder bridges." Thesis, 2002. http://hdl.handle.net/2152/494.

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19

Liang, Hsin-Cheng, and 梁興正. "Analysis of Steel Curved Box Girder Bridges." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/99gv4f.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>107<br>The development of Bridge Engineering is considered quite mature nowadays, but there is still lack of research on the behavior of the steel curved box girder bridge having height changing, so-called the spiral steel box girder, neither Taiwan Bridge code nor any other country’s bridge code mention about the bridges having this kind of situation. This dissertation will discuss the behavior of this kind of structures under loading. In this paper, finite element analysis software is used to investigate the influence of bridge’s height increase, radius of curvatur

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20

Wu, Der Cheng, and 吳得政. "Distortional Analysis of Horizontally Curved Composite Steel Box Girder Bridges." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/53350814432924733491.

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21

Zheng, Lei. "Development of new distribution factor equations of live load moment and shear for steel open-box girder bridges : a dissertation presented to the faculty of the Graduate School, Tennessee Technological University /." 2008. http://proquest.umi.com/pqdweb?sid=2&vinst=PROD&fmt=6&startpage=-1&clientid=28564&vname=PQD&RQT=309&did=1672068381&scaling=FULL&vtype=PQD&rqt=309&TS=1248289922&clientId=28564.

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22

Whyib, Aldoori Muayad. "Behavior, design and construction of horizontally curved composite steel box girder bridges /." 2004. http://link.library.utoronto.ca/eir/EIRdetail.cfm?Resources__ID=94647&T=F.

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23

Kim, Janghwan. "Finite element modeling of twin steel box-girder bridges for redundancy evaluation." Thesis, 2010. http://hdl.handle.net/2152/ETD-UT-2010-05-1190.

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Bridge redundancy can be described as the capacity that a bridge has to continue carrying loads after suffering the failure of one or more main structural components without undergoing significant deformations. In the current AASHTO LRFD Bridge Design Specification, two-girder bridges are classified as fracture critical, which implies that these bridges are not inherently redundant. Therefore, two-girder bridges require more frequent and detailed inspections than other types of bridges, resulting in greater costs for their operation. Despite the fracture-critical classification of two-girder b

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24

Javidi, Niroumand Saeed. "Resistance mechanism of simple-made-continuous connections in skew and non-skew steel girder bridges using conventional and accelerated types of construction." 2009. http://proquest.umi.com/pqdweb?did=1936813651&sid=2&Fmt=2&clientId=14215&RQT=309&VName=PQD.

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Thesis (Ph.D.)--University of Nebraska-Lincoln, 2009.<br>Title from title screen (site viewed April 22, 2010). PDF text: xx, 238 p. : ill. (chiefly col.) ; 24 Mb. UMI publication number: AAT 3386943. Includes bibliographical references. Also available in microfilm and microfiche formats.

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25

Chen, Hong. "Ultimate strength and buckling behaviour of stiffened webs used in design of steel box girder bridges." Thesis, 1994. http://spectrum.library.concordia.ca/5481/1/MM01344.pdf.

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26

Wei, Chih-Lin, and 魏志霖. "A Study of the Design Criteria for Internal Diaphragms of the Curved Steel Box Girder Bridges." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/p92cbg.

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碩士<br>逢甲大學<br>交通工程與管理所<br>90<br>Curved steel box girders are often the only choice for the bridge superstructure because of the geometric limitation and high curvature which is the main reason for creating the large torsional load for curved bridges. Curved steel box girder bridges are widely used along the elevated bridges or at the interchange area due to their high torsional stiffness. Additional stresses may be induced if the internal diaphragms are not well arranged or designed for curved steel box girders. Because of the curvature, eccentric loading and the large box sections, the distor

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27

Chang, Chih-Hua, and 張志華. "Construction Checklists and Failure Modes for Large-span Steel Box Girder Bridges by Full-span Hoisting Method." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/18197774147098589183.

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碩士<br>國立中興大學<br>土木工程學系所<br>98<br>The bridge is one of the key roles in transportation systems. Due to the necessity of the long-span steel box bridges and the special types of bridges, the steel bridges are increasing their competitive advantages. Through the collection and comparison of the relevant researches, this research offered a general introduction for a variety of bridge constructions, and then, selected the large-span steel box girder bridges by full-span hoisting method as the main object of the study. Taking "Nantou section of National Highway No. C606A 6 " as an example, the rese

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28

Thimmhardy, Eugene George. "Influence of residual stresses and geometric imperfections on buckling strength of stiffened compression flanges of steel box girder bridges." Thesis, 1988. http://spectrum.library.concordia.ca/3478/1/NL44877.pdf.

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