Global ETD Search

11	Experimental validation of an integrated FRP and visco-elastic hardening, damping, and wave-modulating system for blast resistance enhancement of RC columns Wood, Brian Henry, January 2008 (has links) (PDF) Thesis (M.S.)--Missouri University of Science and Technology, 2008. / Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed August 28, 2008) Includes bibliographical references (p. 112-115).
12	Rehabilitation of reinforced concrete slab-column connections for two-way shear Widianto, January 1900 (has links) (PDF) Thesis (Ph. D.)--University of Texas at Austin, 2006. / Vita. Includes bibliographical references.
13	Performance modeling strategies for modern reinforced concrete bridge columns / Berry, Michael Patrick, January 2006 (has links) Thesis (Ph. D.)--University of Washington, 2006. / Vita. Includes bibliographical references (leaves 190-192).
14	Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars Pichardo, C., Pichardo, C., Tovar, W., Fernandez-Davila, V. I. 28 February 2020 (has links) The present study deals with the use of fiberglass reinforced polymer bars (GFRP) as a replacement for the common steel of a reinforced concrete circular pile, in order to avoid the corrosion of durability of reinforcing bars and thus improve them. The comparative analysis was carried out between a pile reinforced with GFRP and another with steel, where the ductility was evaluated by obtaining moment-curvature diagram. As a result, said idealized moment-curvature diagrams and ductility indices are presented, concluding the ductility of the section reinforced with GFRP in 20% more than that of steel. Curvature ductility Circular cross-section Concrete reinforced
15	Seismic behaviour of existing and rehabilitated reinforced concrete frame connections / Biddah, Ashraf Mahmoud Samy. January 1997 (has links) Thesis (Ph.D) -- McMaster University, 1997. / Includes bibliographical references (p. 317-326). Also available via World Wide Web.
16	Constitutive modelling and finite element analysis of reinforced concrete structures Ng, Pui-lam. January 2007 (has links) Thesis (Ph. D.)--University of Hong Kong, 2007. / Title proper from title frame. Also available in printed format.
17	Finite element modeling of skewed reinforced concrete bridges and the bond-slip relationship between concrete and reinforcement Li, Xin. Hughes, Mary Leigh, January 2007 (has links) (PDF) Thesis (M.S.)--Auburn University, 2007. / Abstract. Includes bibliographic references (p.140-143).
18	Effect of initial surface treatment timing on chloride concentrations in concrete bridge deck / Birdsall, Aimee Worthen, January 2007 (has links) (PDF) Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2007. / Includes bibliographical references (p. 39-41).
19	Bond characteristics of high strength concrete / Alavi-Fard, Mehdi, January 1999 (has links) Thesis (Ph.D.)--Memorial University of Newfoundland, 1999. / Restricted until May 2002. Bibliography: p. 237-254.
20	Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints / Wong, Ho Fai. January 2005 (has links) Thesis (Ph.D.)--Hong Kong University of Science and Technology, 2005. / Includes bibliographical references (leaves 330-341). Also available in electronic version.

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