Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. I: Experimental results versus analytical model results

JC Walraven; B Belletti; R Esposito

doi:10.1061/(ASCE)ST.1943-541X.0000742

Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. I: Experimental results versus analytical model results

Research output: Contribution to journal › Article › Scientific › peer-review

Original language	English
Pages (from-to)	1593-1599
Number of pages	7
Journal	Journal of Structural Engineering
Volume	139
Issue number	9
DOIs	https://doi.org/10.1061/(ASCE)ST.1943-541X.0000742
Publication status	Published - 2013

Bibliographical note

harvest

Keywords

CWTS JFIS < 0.75

Access to Document

10.1061/(ASCE)ST.1943-541X.0000742

Cite this

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title = "Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. I: Experimental results versus analytical model results",

keywords = "CWTS JFIS < 0.75",

author = "JC Walraven and B Belletti and R Esposito",

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journal = "Journal of Structural Engineering",

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publisher = "American Society of Civil Engineers (ASCE)",

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AU - Walraven, JC

AU - Belletti, B

AU - Esposito, R

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PY - 2013

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KW - CWTS JFIS < 0.75

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DO - 10.1061/(ASCE)ST.1943-541X.0000742

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SN - 0733-9445

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EP - 1599

JO - Journal of Structural Engineering

JF - Journal of Structural Engineering

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