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contributor authorOguzhan Bayrak
contributor authorShamim A. Sheikh
date accessioned2017-05-08T20:57:14Z
date available2017-05-08T20:57:14Z
date copyrightSeptember 1998
date issued1998
identifier other%28asce%290733-9445%281998%29124%3A9%28999%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33058
description abstractThis paper presents results from a continuing research program that aims to study confinement of concrete by lateral reinforcement. The current work deals with the experimental behavior of high-strength concrete (HSC) and ultrahigh-strength concrete (UHSC) column behavior. Realistically sized columns (305 × 305 × 1,473 mm) with heavy stubs (508 × 762 × 813 mm) were tested under moderate to high axial load levels and reversed cyclic displacement excursions. The behavior of UHSC and HSC columns were examined and compared to normal strength concrete column behavior. The variables studied in this research program are the concrete strength, axial load level, steel configuration, amount of lateral steel, and the presence of a heavy stub. A performance-based design procedure for the design of confinement reinforcement in HSC and UHSC columns is presented and compared with current American Construction Institute (United States) and New Zealand Standards (New Zealand) codes.
publisherAmerican Society of Civil Engineers
titleConfinement Reinforcement Design Considerations for Ductile HSC Columns
typeJournal Paper
journal volume124
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1998)124:9(999)
treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
contenttypeFulltext


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