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Rehabilitation of timber railroad bridges using glass fiber reinforced polymer composite wrapsSmith, Aaron W. January 1900 (has links)
Thesis (M.S.)--West Virginia University, 2004. / Title from document title page. Document formatted into pages; contains xii, 112 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 111-112).
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Experimental and analytical investigation of the thermal behavior of a fiber reinforced polymeric bridge deckSuchinda, Chatr 08 1900 (has links)
No description available.
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Experimental tests of a seismic retrofit components on a full-scale model of a typical steel bridge in Mid-AmericaPfeifer, Thomas A. 12 1900 (has links)
No description available.
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Seismic analysis and retrofit of mid-America bridgesChoi, Eunsoo 05 1900 (has links)
No description available.
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Seismic retrofit of a reinforced concrete bridge bentCoulombe, Chantal. January 2007 (has links)
This research project is the second part of a research program carried out by Itagawa (2005) who studied the seismic response of a half-scale model of an existing Montreal bridge built in the 1960's. This project studies the seismic behaviour of the retrofit carried out on the frame structure studied in the first part of the research program. The retrofit was made following the requirements of the current Canadian Highway Bridge Design Code (CHBDC). The philosophy of the CHBDC is to provide flexural yielding in the ductile elements so that brittle failure modes such as shear are prevented. This capacity-design approach resulted in a ductile response and significant energy dissipation of the retrofitted structure. / The retrofit was designed in accordance with the CHBDC provisions. The cap beam and the beam-column joint regions were strengthened with a reinforced concrete sleeve containing additional transverse and longitudinal bars so that plastic hinging would form in the columns. This retrofit represents minimum intervention to improve the response of the frame. The retrofit frame was then subjected to both gravity loads and reversed cyclic loading to simulate seismic loading on the structure. The predictions of the response of the retrofitted frame provided reasonable estimates of first yielding in the column and the general yielding of the frame. Although the columns would not meet the requirements for ductile columns, they had sufficient shear strength and did exhibit a displacement ductility of about 2.3.
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Health monitoring of the Veterans' Glass City Skyway : vibrating wire strain gage testing, study of temperature gradients and a baseline truck test /Bosworth, Kyle Judson. January 2007 (has links)
Thesis (M.S.)--University of Toledo, 2007. / Typescript. "Submitted as partial fulfillment of the requirements for the Master of Science in Civil Engineering." "A thesis entitled"--at head of title. Bibliography: leaves 86-87.
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Bridge pile bent P-delta curves in transverse direction using FB-pier and GTSTRUDL pushover Analysis proceduresHughes, Douglas Grant, Ramey, G. Ed. January 2005 (has links) (PDF)
Thesis(M.S.)--Auburn University, 2005. / Abstract. Vita. Includes bibliographic references.
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Strut-and-tie modeling for disturbed regions in structural concrete members with emphasis on deep beamsBahen, Neil P. January 2007 (has links)
Thesis (M.S.)--University of Nevada, Reno, 2007. / "December, 2007." Includes bibliographical references (leaves 270-276). Online version available on the World Wide Web.
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Analytical performance evaluation of hollow prestressed piles and pile-cap connections in the I-5 Ravenna BridgeGreenwood, Steven Michael, January 2008 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, December 2008. / Title from PDF title page (viewed on Apr. 8, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 136-140).
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Nonlinear dynamic and static analysis of I-5 Ravenna BridgeShafiei-Tehrany, Reza, January 2008 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, December 2008. / Title from PDF title page (viewed on Apr. 10, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 127-133).
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