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Manufacturing quality of carbon/epoxy IsoTruss reinforced concrete structures /McCune, David Thomas, January 2005 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2005. / Includes bibliographical references (p. 163-165).
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Crack-induced debonding failure in fiber reinforced plastics (FRP) strengthened concrete beams : experimental and theoretical analysis /Pan, Jinlong. January 2005 (has links)
Thesis (Ph.D.)--Hong Kong University of Science and Technology, 2005. / Includes bibliographical references (leaves 293-308). Also available in electronic version.
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Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheetsLau, Shuk-lei. January 2005 (has links)
Thesis (M. Phil.)--University of Hong Kong, 2005. / Title proper from title frame. Also available in printed format.
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Experimental investigation on behavior of steel fiber reinforced concrete (SFRC) : a dissertation submitted to the University of Canterbury in partial fulfillment of the requirements for the degree of Master [of Engineering] /Wang, Chuanbo. January 1900 (has links)
Thesis (M.E.)--University of Canterbury, 2006. / Typescript (photocopy). "August 2006." Includes bibliographical references. Also available via the World Wide Web.
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Unpowered wireless sensors for structural health monitoringAndringa, Matthew. January 1900 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2006. / Vita. Includes bibliographical references.
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Behavior of FRP-Reinforced Glulam-Concrete Composite Bridge GirdersWeaver, Craig Aaron January 2002 (has links) (PDF)
No description available.
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Viscoelastic analysis of reinforced concrete structures.Sheikh, Muhammad Akber. January 1971 (has links)
No description available.
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Experimental analysis of composite reinforced concrete beamsBall, Ryan January 1998 (has links)
No description available.
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Evaluation of software for analysis and design of reinforced concrete structuresBetaque, Andrew D. 19 September 2009 (has links)
A study was performed to compare the linear static analysis and concrete design capabilities of two structural analysis and design programs - MicasPlus and STAAD III. Four structures were considered including a four span continuous beam, a two story 3-D frame, a seven story 3-D frame, and a fourteen story 3-D frame. The study compared the accuracy of the programs as well as their functionality. In the evaluation of the accuracy of analysis results, factors such as support reactions, nodal displacements, and element end forces were compared. The evaluation of the concrete design capabilities was based on comparing the reinforcement recommended by the two programs for beams and columns. For beam design, steel reinforcing bar selections for positive moment, negative moment, and shear reinforcing were compared. For column design, the cross sectional area of steel chosen by each program was compared. Factors considered in the evaluation of functionality included: user interface, ease of use, ease of learning, quality of output, documentation, flexibility, and analysis and design capabilities. / Master of Science
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A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge DecksBoyd, Curtis Barton 05 May 1997 (has links)
Approximately fifty percent of the bridges in the United States are considered deficient. The deterioration of the concrete components is a leading cause of the problem. The deterioration of concrete bridge decks is due primarily to corrosion of the reinforcing steel in the concrete. A promising solution to the problem is the use of fiber reinforced plastics (FRP) as a replacement for reinforcing steel. The use of FRP as reinforcement has the following advantages of lightweight, high tensile strength, corrosion resistance, flexibility, and electromagnetic resistance. This paper looks at the use of FRP as reinforcement in concrete beams and compares the information from deflection measurements of different configurations. Also, a material cost comparison is made to determine the cost of using the FRP reinforcement over standard steel reinforcement. Concrete bridge deck systems are designed using steel and fiber-reinforced plastics and allowable stress and load resistance factor methods. Recommendations for further study and uses of FRP are made. / Master of Science
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