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  • About
  • 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 3 of 3 (0.075 seconds)

Spelling suggestions: "subject:"reinforcing barn fatigue"" "subject:"reinforcing barn atigue""

1

Fatigue characteristics of reinforcing bars under simulated seismic loading

Brown, Jeff Robert 01 January 1998 (has links)
No description available.
Reinforced concrete -- Testing
Reinforcing bars -- Fatigue
Civil and Environmental Engineering
Engineering
Structural Engineering
2

Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement

Gravina, Rebecca Jane. January 2002 (has links) (PDF)
Includes corrigenda (inserted at front) and list of publications published as a result of this research. Includes bibliographical references (leaves 192-199) Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.
Australian Standard 3600-1988
Reinforcing bars Fatigue
Reinforced concrete construction Testing
3

Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement / by Rebecca Jane Gravina

Gravina, Rebecca Jane January 2002 (has links)
Includes corrigenda (inserted at front) and list of publications published as a result of this research. / Includes bibliographical references (leaves 192-199) / xxvii, 223 leaves : ill. ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety. / Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002
624.18340212 22
Australian Standard 3600-1988
Reinforcing bars Fatigue.
Reinforced concrete construction Testing

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