Global ETD Search

231	Development length of 06-inch diameter prestressing strand in high-performance concrete Dill, Jason Cameron 05 1900 (has links) No description available. High strength concrete Prestressed concrete construction Bridges, Concrete
232	Analytical and experimental evaluation of advanced cladding connections Moor, Christian 05 1900 (has links) No description available. Structural analysis (Engineering) Structural design Precast concrete construction
233	Behaviour of structural concrete subjected to biaxial flexure and axial compression Hsu, Cheng-tzu January 1974 (has links) No description available. Concrete beams -- Testing. Strains and stresses.
234	Non-linear behaviour of reinforced concrete frames / by Koon Wan Wong Wong, Koon-Wan January 1989 (has links) Errata inserted / Bibliography: leaves 336-358 / xxiii, 358 leaves : ill ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Thesis (Ph.D.)--University of Adelaide, 1990 624.18343 20 Structural frames Testing.
235	Earthquake design and analysis of tall reinforced concrete chimneys Wilson, John L. Unknown Date (has links) (PDF) Current codes of practice for the design of tall concrete chimneys provide conservative aseismic design guidelines in high seismic regions. A lack of experimental data related to the cyclic behaviour of chimney structures to severe earthquake excitation has resulted in the assumption that such structures are brittle and must be designed in the elastic range. This design approach results in expensive structures and is not consistent with the design philosophy commonly adopted for general structure which permits some inelastic response at the ultimate limit state event. A research program funded by the CICIND organisation has been undertaken to investigate the inelastic cyclic behaviour of tall reinforce concrete chimneys using both experimental and analytical techniques to determine whether the behaviour is brittle or ductile. The research has been divided into three parts; (a) overview of earthquake ground motions, review of the earthquake response of structures and review of chimney design code provisions, (b) detailed description of experimental research examining the cyclic behaviour of chimney sections and (c) development of an aseismic design and analysis procedure for reinforced concrete chimneys including code recommendations. (For complete synopsis open document)
236	Finite-element modeling of a damaged prestressed concrete bridge Shapiro, Kelli Ann, January 2007 (has links) (PDF) Thesis (M.S.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 156-158)
237	Rehabilitation of reinforced concrete structural walls using fibre composites / Khalil, Ahmed Amir. Ghobarah, Ahmed. January 2005 (has links) Thesis (Ph.D.)--McMaster University, 2005. / Supervisor: A. Ghobarah. Also available online.
238	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.
239	Analytical modeling of reinforced concrete beam column connections for seismic loading / Elmorsi, Mostafa Saad Eldine. January 1998 (has links) Thesis (Ph.D.) -- McMaster University, 1998. / Includes bibliographical references (p. 214-221). Also available via World Wide Web.
240	Rehabilitation of reinforced concrete structural walls using fibre composites / Khalil, Ahmed Amir. Ghobarah, Ahmed. January 2005 (has links) Thesis (Ph.D.)--McMaster University, 2005. / Supervisor: A. Ghobarah. Also available online.

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