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

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.

Identiferoai:union.ndltd.org:ADTP/122592
Date January 2002
CreatorsGravina, Rebecca Jane.
Source SetsAustraliasian Digital Theses Program
LanguageEnglish
Detected LanguageEnglish
RelationSUA

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