Degree of external restraint of wall segments in semi-massive reinforced concrete tanks: Part II: Rectangular and cylindrical segments-Reference-Cited by-同舟云学术

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Degree of external restraint of wall segments in semi-massive reinforced concrete tanks: Part II: Rectangular and cylindrical segments

Published:2017-09-25 Issue:3 Volume:19 Page:829-838
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zych Mariusz¹^ORCID

Affiliation:

1. Department of Prestressed Structures, IMiKB, Faculty of Civil Engineering; Cracow University of Technology; Krakow Poland

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Flaga K 2011

2. Experimental study of temperature rise of concrete and assessment of cracking due to internal restraint;Tayade;Int J Civ Struct Eng,2014

3. Thermal cracking of the cylindrical tank under construction. I: case study;Seruga;ASCE J Perform Constr Fac,2015

4. Design for SLS according to fib Model Code 2010;Balázs;Struct Concr,2013

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3. Application of a new theory of restraint factor after cracking of reinforced concrete members;Archives of Civil Engineering;2023-04-04

4. Crack Shape Coefficient: Comparison between Different DFOS Tools Embedded for Crack Monitoring in Concrete;Sensors;2023-01-04

5. Cracks Detection During Early-Age Concrete Hydration Using Distributed Fibre Optic Sensing: From Laboratory to Field Applications;International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures;2023

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