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image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Engineering Structur...arrow_drop_down
image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
Engineering Structures
Article . 2008 . Peer-reviewed
License: Elsevier TDM
Data sources: Crossref
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Knowledge-based prediction of shear strength of concrete beams without shear reinforcement

Authors: Sungmoon Jung; Kang Su Kim;

Knowledge-based prediction of shear strength of concrete beams without shear reinforcement

Abstract

Structural engineers heavily rely on computer software to perform structural analysis, and they increasingly computerize design procedures to avoid manual repetitions. To benefit fully from the computerization, it is necessary to utilize the domain knowledge contained in a database such as a concrete shear database used in this paper. A knowledge-based system uses a database of knowledge in combination with its retrieval mechanism such as artificial neural networks (ANN) to imitate problem-solving strategy of human. This paper presents an application of the knowledge-based approach, utilizing the shear database and retrieval of information using ANN. The database can be used more extensively than regression of shear strength that had been reported in other literature. As a demonstration, two models are developed and compared with design equations. The first model estimates shear strength, and the second model systematically provides conservative estimation. Although both models already outperform all existing design equations, they can be easily revised for further improvement whenever additional experimental data sets become available.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
43
Top 10%
Top 10%
Average
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