Recent Approaches to Shear Design of Structural Concrete
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Volume 124, Issue 12
Abstract
Truss model approaches and related theories for the design of reinforced concrete members to resist shear are presented. Realistic models for the design of deep beams, corbels, and other nonstandard structural members are illustrated. The background theories and the complementary nature of a number of different approaches for the shear design of structural concrete are discussed. These relatively new procedures provide a unified, intelligible, and safe design framework for proportioning structural concrete under combined load effects.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 124 • Issue 12 • December 1998
Pages: 1375 - 1417
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Dec 1, 1998
Published in print: Dec 1998
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