2009
DOI: 10.1016/j.engstruct.2008.11.013
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Shear strength of slender reinforced concrete beams without web reinforcement: A model using fuzzy set theory

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Cited by 18 publications
(9 citation statements)
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“…The maximum is H (B, D 2 ), the conclusion is grade , it shows that the deep beam shearing capacity is good. It corresponding with the deep beam shearing capacity 174.495KN acquired through the test in reference [4].…”
Section: ) Deal With the Analysis And Judgement Results Bmentioning
confidence: 99%
See 1 more Smart Citation
“…The maximum is H (B, D 2 ), the conclusion is grade , it shows that the deep beam shearing capacity is good. It corresponding with the deep beam shearing capacity 174.495KN acquired through the test in reference [4].…”
Section: ) Deal With the Analysis And Judgement Results Bmentioning
confidence: 99%
“…Experts Estimation Method depends on the knowledge and experience of the experts in this field, each evaluation index vector objectively judged by the experts [4]. Represent the factor collection of evaluation object U = {u1, u2,… um}.Evaluate the each factors influence degree(index weight evaluation) of object overall performance in the collection U.…”
Section: ) Experts Estimation Methodsmentioning
confidence: 99%
“…Therefore, it is important to ensure a linear relationship between the compactness and strength of the concrete and to ensure the best trade-off between its workability and strength. A comparison between the concrete mixture developed in this study and the testing data reveals that the concrete mixture produced in this study is already considerably mature [18][19][20].…”
Section: Hardness Properties Of Heavy Concretesmentioning
confidence: 99%
“…As a demonstration, they develop two models, the first one estimates shear strength and the second model systematically provides conservative estimation. In the second place, Choi et al [17] develop a model that uses the fuzzy sets to predict the shear strength. Finally Ashour et al [18] get an expression through Genetic Programming (GP) that, from previously standardized variables, is capable of predicting the shear strength in concrete beams.…”
Section: Notationsmentioning
confidence: 99%