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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 10 of 484 (0.058 seconds)Spelling suggestions: "subject:"prestressed concrete"" "subject:"restressed concrete""
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Experimental work on prestressed concrete beams黃宗興, Huang, John. January 1953 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
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| 2 |
Experimental work on prestressed concrete beams /Huang, John. January 1953 (has links)
Thesis--M. Sc., University of Hong Kong. / Type-written copy.
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| 3 |
Cylindrical shells of prestressed concreteGopinath, K. V. January 1964 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1964. / eContent provider-neutral record in process. Description based on print version record. Bibliography: 1 l. at end.
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| 4 |
Anchorage stresses in prestressed concrete beamsHalldórsson, Óttar Pétur, January 1963 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1963. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 42-43).
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| 5 |
A review of initial end slip as criteria of acceptable strand bond quality and the relationship between strand diameter and transfer length for prestressed concrete membersMitchell, Chad S. January 2008 (has links)
Thesis (M.S.)--University of Wyoming, 2008. / Title from PDF title page (viewed on June 23, 2009). Includes bibliographical references (p. 81).
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| 6 |
Analysis and design of prestressed concrete indeterminate structuresVakil, Rasvihari Natwarlal, January 1957 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1957. / Typescript. Abstracted in Dissertation abstracts, v. 17 (1957) no. 10, p. 2235. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 157-165).
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| 7 |
Investigation of bond in 3/8 inch diameter strand for pretensioned concrete membersSuryaprakasam, Kunapuli January 1963 (has links)
A direct method which was useful for repeated quick tests was presented to determine the bond anchorage length for 3/8 inch diameter strand and the distribution of bond forces within the anchorage length.
Seventy-four specimens were tested. Three different cross sections were tried, namely 4 in. x 4 in., 3 in. x 3 in. and 2 in. x 2 in. Two types of load conditions were tested, tensioned and untensioned.
From the experimental results it was observed that friction appears to be the major component determining the bond strength. The bond strength of strand does not appear to be significantly affected by the degree of initial steel stress in concrete. The anchorage length for 3/8 inch diameter rusted strand was found to be between 8 and 10 inches for a force of 13 to 14 kips. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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| 8 |
Effects of repetitive loading on prestressed concrete beams with unbonded tendonsYim, Chun-nam, 嚴鎮南 January 1972 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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Full-range behaviour of concrete beams partially prestressed with unbonded tendonsTso, Karmen. January 2007 (has links)
Thesis (M. Phil.)--University of Hong Kong, 2007. / Title proper from title frame. Also available in printed format.
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| 10 |
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.
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