Simplified Approach of Nonlinearity in R‐C Beams
Publication: Journal of Structural Engineering
Volume 114, Issue 2
Abstract
Nonlinear problems in structures are generally solved by using traditional finite‐element methods. The computations are often accurate, but they are also expensive. A simplified model could, however, be sufficient either in an optimum design problem or if only a rough analysis of the structure is sought. A simplified tool using Damage mechanics is developed for reinforced concrete analysis.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 114 • Issue 2 • February 1988
Pages: 251 - 268
Copyright
Copyright © 1988 ASCE.
History
Published online: Feb 1, 1988
Published in print: Feb 1988
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