Дисертації з теми "Girders – Design and construction"
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Jimenez, Chong Juan Manuel. "Construction engineering of steel tub-girder bridge systems for skew effects." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43583.
Повний текст джерелаSavic, Vesna. "Design optimization of thin-walled composite beams /." Thesis, Connect to this title online; UW restricted, 2000. http://hdl.handle.net/1773/7036.
Повний текст джерелаRichie, Matthew. "Fatigue Behavior of FRP-Reinforced Douglas-Fir Glued Laminated Bridge Girders." Fogler Library, University of Maine, 2003. http://www.library.umaine.edu/theses/pdf/RichieMC2003.pdf.
Повний текст джерелаSaber, Aziz. "High performance concrete : behavior, design, and materials in pretensioned AASHTO and NU girders." Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19095.
Повний текст джерелаZhu, Jihua. "Behaviour and design of aluminum alloy structural members." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37201888.
Повний текст джерелаZhu, Jihua, and 朱繼華. "Behaviour and design of aluminum alloy structural members." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37201888.
Повний текст джерелаPhoawanich, Narin. "Development of unified equations for design of curved and straight steel bridge I griders." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/20680.
Повний текст джерелаAlmer, Kevin L. "Longitudinal seismic performance of precast girders integrally connected to a cast-in-place bentcap." abstract and full text PDF (UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3339092.
Повний текст джерелаCrane, Charles Kennan. "Shear and shear friction of ultra-high performance concrete bridge girders." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34745.
Повний текст джерелаLam, Wai-yin, and 林慧賢. "Experimental study on embedded steel plate composite coupling beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B26643352.
Повний текст джерелаAl-Shaleh, Khaled. "Optimum design of straight steel box girder bridges." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/15373.
Повний текст джерелаDykas, Julia Catherine. "Behavior during construction of ramp B over I-40 in Nashville, TN." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43711.
Повний текст джерелаBOLDUC, MATTHEW W. "USE OF CARBON FIBER REINFORCED POLYMER PLATES FOR REPAIR OR RETROFIT OF PRESTRESSED AND REINFORCED CONCRETE GIRDERS." University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870127.
Повний текст джерелаNguyen, Thanh Van. "Fit condition and fit-up behavior - Impact on design and construction of steel I-girder bridges." Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54309.
Повний текст джерелаWarmoth, Francis James. "Floor Vibrations: Girder Effective Moment of Inertia and Cost Study." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/41005.
Повний текст джерелаMaster of Science
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.
Повний текст джерелаBausch, Ulrich Karl. "A finite element meshing method for the analysis of posttensioned concrete box girder bridges." Thesis, Georgia Institute of Technology, 1988. http://hdl.handle.net/1853/20678.
Повний текст джерелаSpittka, Berndt F. (Berndt Friedrich) 1980. "Analysis of headless shear stud connections." Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/74404.
Повний текст джерелаCataloged from PDF version of thesis.
Includes bibliographical references (p. 115-117)
Highway bridges are exposed to numerous elemental and loading issues that are extremely difficult for a designer to anticipate and account for during design. The current state of practice is to design a bridge deck for a certain life span and then turn the bridge over to maintenance personnel who attempt to prolong the life of the deck through a variety of repair and rehabilitation measures. These repair measures are rarely, if ever, considered during the design process of the bridge deck. Numerous researchers have looked at making bridges, specifically decks, more repairable. The majority of these research efforts have focused on the bridge deck system as a whole. Other researchers have looked at individual elements of the bridge deck to girder connection to see if the required strength could be achieved while making the connections easier to take apart. One of the main components in the bridge deck to girder system is the steel shear stud connection, which is used to create composite action between the deck and the girder. Numerous researchers have studied this connection from a strength perspective, and the strength equations for the shear connection have been codified. Shear connections using headless studs have been researched as well, but always as a part of a larger deck to girder connection system. The headless stud has never been researched to see how it responds to a shear loading. This study looks at headless studs with varying levels of debonding along the stud shaft to analyze the impact on the load resistance that the levels of debonding would have. Granular materials for the shear transfer of load are also looked at. The results show that, as expected, the headless, debonded shear studs can carry less load than a bonded stud, but the difference in load carrying capacity is within the suggested over-estimation range of the codes that other researchers have suggested. These results suggest that the use of headless, debonded shear studs in a deck to girder connection is a feasible way to make that connection more repairable.
Funded by the U.S. Dept. of the Army.
by Berndt F. Spittka
S.M.
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.
Повний текст джерелаSenthilvasan, Jeevanandam. "Dynamic response of curved box girder bridges." Thesis, Queensland University of Technology, 1997.
Знайти повний текст джерелаHerman, Reagan Sentelle. "Behavior of stiffened compression flanges of trapezoidal box girder bridges." Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3035950.
Повний текст джерелаJung, 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.
Повний текст джерелаHindi, 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/.
Повний текст джерелаWidjaja, Matius Andy. "The Influence of the Recommended LRFD Guidelines for the Seismic Design of Highway Bridges on Virginia Bridges." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31453.
Повний текст джерелаMaster of Science
Ozgur, Cagri. "Behavior and Analysis of a Horizontally Curved and Skewed I-girder Bridge." Thesis, Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/14637.
Повний текст джерелаHan, Hyoseop. "LRFD design of plate girders for buildings." Thesis, Kansas State University, 1985. http://hdl.handle.net/2097/9846.
Повний текст джерелаMokhtari, A. R. "An assessment of alternative methods of construction for plate girders." Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316335.
Повний текст джерелаTong, Wenxia 1958. "Finite element analysis of continuous prestressed composite girders." Thesis, The University of Arizona, 1990. http://hdl.handle.net/10150/277224.
Повний текст джерелаAbdelnaser, Ahmad Shehadeh. "Random vibrations of composite beams and plates /." This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-05042006-164514/.
Повний текст джерелаKayser, Caroline Rose. "High performance steel bridge girders performance & design /." Cincinnati, Ohio : University of Cincinnati, 2005. http://www.ohiolink.edu/etd/view.cgi?acc%5Fnum=ucin1138240938.
Повний текст джерелаTitle from electronic thesis title page (viewed Aug. 7, 2006). Includes abstract. Keywords: High Performance Steel; HPS; Bridge; Steel Bridge; Girder; HPS-70W; bolt; weld; NGI-ESW; SAW; fatigue; tensile; toughness; inelastic; moment redistribution; autostress. Includes bibliographical references.
KAYSER, CAROLINE ROSE. "HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN." University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1138240938.
Повний текст джерелаRex, Clinton O. "Behavior of composite semi-rigid beam-to-girder connections." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-07102009-040338/.
Повний текст джерелаWeaver, Craig Aaron. "Behavior of FRP-Reinforced Glulam-Concrete Composite Bridge Girders." Fogler Library, University of Maine, 2002. http://www.library.umaine.edu/theses/pdf/WeaverCA2002.pdf.
Повний текст джерелаLagerqvist, Ove. "Patch loading : resistance of steel girders subjected to concentrated forces." Doctoral thesis, Luleå, 1995. http://epubl.luth.se/avslutade/0348-8373/159/index.html.
Повний текст джерелаSmrčka, Václav. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372131.
Повний текст джерелаKhorasani, Milad. "Rapid design of steel monosymmetric plate and box girders." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/28007.
Повний текст джерелаLabonte, Ted. "Construction and testing of Type II AASHTO girders using self-consolidating concrete." [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0007000.
Повний текст джерелаLemay, Lionel. "Repair of prestressed concrete bridge girders for shear." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=65943.
Повний текст джерелаSathiraju, Venkata Sai Surya Praneeth. "Lateral Stability Analysis of Precast Prestressed Bridge Girders During All Phases of Construction." University of Cincinnati / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1553252005286553.
Повний текст джерелаMessalti, Mansour. "Viscoelastic damping of beams /." Online version of thesis, 1988. http://hdl.handle.net/1850/10414.
Повний текст джерелаWest, Ray A. "Damping of elastic-viscoelastic beams /." Online version of thesis, 1992. http://hdl.handle.net/1850/11111.
Повний текст джерелаGasztowtt, Pierre. "CAD files and the computerized design of beams and girders." Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/15038.
Повний текст джерелаMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING
Folded sheets in pockets. Includes index.
Bibliography: leaf 193.
by Pierre Gasztowtt.
M.S.
Gamache, Christopher P. "Preliminary Investigation on the Durability of FRP Reinforced Glulam Bridge Girders." Fogler Library, University of Maine, 2001. http://www.library.umaine.edu/theses/pdf/GamacheCP2001.pdf.
Повний текст джерелаRoberts, Nicholas R. "Evaluation of the ductility of composite steel I-girders in positive bending." Morgantown, W. Va. : [West Virginia University Libraries], 2004. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3687.
Повний текст джерелаTitle from document title page. Document formatted into pages; contains xiii, 153 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 151-153).
Rahal, Kassem N. "The behaviour and design of transverse web stiffeners in bridge girders." Thesis, University of Surrey, 1989. http://epubs.surrey.ac.uk/1041/.
Повний текст джерелаCrispino, Eric Daniel. "Anchorage Zone Design for Pretensioned Bulb-Tee Bridge Girders in Virginia." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/31454.
Повний текст джерелаMaster of Science
Barr, Paul J. "Consistent crudeness in prestressed concrete girder design /." Thesis, Connect to this title online; UW restricted, 2000. http://hdl.handle.net/1773/10128.
Повний текст джерелаMohammed, Safiuddin Adil. "Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges." Texas A&M University, 2005. http://hdl.handle.net/1969.1/4841.
Повний текст джерелаBryant, Cameron L. "Web crippling of hot-rolled beams at stiffened-seat connections." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-12052009-020154/.
Повний текст джерелаWesterhoff, Kevin M. (Kevin Matthew) 1978. "Construction based design." Thesis, Massachusetts Institute of Technology, 2002. http://hdl.handle.net/1721.1/84827.
Повний текст джерела