Comparison of current stiffness modulus values in national and international literature

The paper objective is to realize a comparative synthesis of the current coefficients used to reduce the stiffness modulus. For this, national and international codes were considered as well as reference papers on the subject. In the end, the paper presents a case study in which behaviour difference...

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Published inIOP conference series. Materials Science and Engineering Vol. 586; no. 1; pp. 12008 - 12015
Main Authors Iftode, V-I, Olteanu-Dontov, I, Mihai, P, Budescu, M, Sococol, I, Dinu, I-D
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.08.2019
Subjects
Frame structures
Reinforced concrete
Stiffness
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Summary:The paper objective is to realize a comparative synthesis of the current coefficients used to reduce the stiffness modulus. For this, national and international codes were considered as well as reference papers on the subject. In the end, the paper presents a case study in which behaviour differences were observed for a reinforced concrete frame structure between national and international codes.
Bibliography:ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
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ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/586/1/012008