Differences between DIN EN 1992-1-1/NA2011 guidelines and EN-1992-1-1:2004 standard with respect to the design of the minimum reinforcement and crack width from imposed deformation-Reference-Cited by-同舟云学术

Differences between DIN EN 1992-1-1/NA2011 guidelines and EN-1992-1-1:2004 standard with respect to the design of the minimum reinforcement and crack width from imposed deformation

Published:2019-05 Issue:3 Volume:19 Page:627-638
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archives of Civil and Mechanical Engineering

Author:

Zych Mariusz,Jaromska Ewa

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

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5. Degree of external restraint of wall segments in semi-massive reinforced concrete tanks: Part II: rectangular and cylindrical segments;Zych;Struct. Concrete,2018

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1. Effects of flexural stiffness on constraints of imposed deformations in reinforced concrete structures;Engineering Structures;2022-12

2. History of the Development of Analytical Models of Cracking of Restrained Walls on a Given Edge Since 1968;International Journal of Concrete Structures and Materials;2022-12

3. Insight into Thermal Stress Distribution and Required Reinforcement Reducing Early-Age Cracking in Mass Foundation Slabs;Materials;2021-01-20