Comparison of current stiffness modulus values in national and international literature

Computational Civil Engineering Conference 2019

土木建筑工程

Iftode, V.-I.^1 ; Olteanu-Dontov, I.^1 ; Mihai, P.^2 ; Budescu, M.^1 ; Sococol, I.^2 ; Dinu, I.-D.^1

Gheorghe AsachiTechnical University of Jassy, Faculty of Civil Engineering, Building Services, Department of Structural Mechanics, Str. Prof. Dr. Doc.Dimitrie Mangeron, nr. 1, 700050, Romania^1

Gheorghe Asachi Technical University of Jassy, Faculty of Civil Engineering, Building Services, Department of Concrete Structures, Building Materials, Technology and Management, Str. Prof. Dr. Doc.Dimitrie Mangeron, nr. 1, 700050, Romania^2

关键词: Current stiffness;    International codes;    Reinforced concrete frame structures;    Stiffness moduli;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/586/1/012008/pdf
DOI  :  10.1088/1757-899X/586/1/012008

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

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.