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101	Development length of 0.6-inch prestressing strand in standard I-shaped pretensioned concrete beams / Barnes, Robert Wesley, January 2000 (has links) Thesis (Ph. D.)--University of Texas at Austin, 2000. / Vita. Includes bibliographical references (leaves 397-401). Available also in a digital version from Dissertation Abstracts.
102	Nonlinear behaviour of reinforced concrete coupling beams / Zhao, Zuozhou. January 2001 (has links) Thesis (Ph. D.)--University of Hong Kong, 2002. / Includes bibliographical references (leaves 320-332).
103	Effects of repetitive loading on prestressed concrete beams with unbonded tendons. Yim, Chun-nam () January 1972 (has links) Thesis (M. Phil.)--University of Hong Kong, 1972. / Mimeographed.
104	Inelastic deformation of prestressed concrete beams. Lau, Yin-lang, Clement. January 1969 (has links) Thesis--M. Sc.(Eng.), University of Hong Kong. / Errata slip inserted. Mimeographed.
105	Durability of concrete beams with FRP wraps Prachasaree, Woraphot. January 1900 (has links) Thesis (M.S.)--West Virginia University, 2003. / Title from document title page. Document formatted into pages; contains xxiii, 200 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 140-142).
106	Retrofitting of deep concrete coupling beams by laterally restrained side plates Cheng, Bei, 程蓓 January 2011 (has links) published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy Concrete beams. Reinforced concrete. Reinforced concrete construction.
107	Rehabilitation of poorly detailed RC structures using CFRP materials Kim, InSung 22 July 2015 (has links) In many reinforced concrete structures built in the 1970's and earlier, bottom beam reinforcement is not continuous and if a column support is lost due to terrorist attack or other unexpected action, the structure could be vulnerable to progressive collapse. The use of CFRP material may provide a solution for rehabilitating such structures. CFRP materials cannot develop full tensile capacity unless they are properly anchored to the reinforced concrete structure. The intent of this study is to find an effective method of anchoring CFRP material to a reinforced concrete beam so that the ultimate tensile strength of the CFRP is realized. In this study, ten reinforced concrete beams rehabilitated using different configurations of anchors were tested to assess the effectiveness of the anchors. Both CFRP anchors and CFRP U-wraps were investigated. The rehabilitated beams were loaded until failure of the CFRP material or anchor occurred. Different failure modes, strengths and deformation capacities of the rehabilitated beams were observed depending on the configurations of anchors. The maximum capacity was obtained using a combination of CFRP anchors and U-wraps. / text Reinforced concrete CFRP material Concrete beams
108	Behavior of hollow, rectangular concrete piers subjected to biaxial bending Santa Maria, Raul Hernan 28 August 2008 (has links) Not available / text Bridges--Foundations and piers--Testing Concrete beams--Testing
109	Strain energy capacity of reinforced and prestressed concrete beams 唐嘉鴻, Tang, Ka-hung, William. January 1990 (has links) published_or_final_version / abstract / toc / Civil and Structural Engineering / Master / Master of Philosophy Strains and stresses Reinforced concrete. Prestressed concrete beams.
110	Size effects in reinforced concrete beams strengthened with CFRP straps Augusthus Nelson, Levingshan January 2011 (has links) No description available. 620

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