A Software Tool to Estimate the Time-dependent Deformation in RC Walls and Columns
Varun Sahay,M N Shariff,Devdas Menon +2 more
- Vol. 936, Iss: 1, pp 012023
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The article was published on 2020-09-01 and is currently open access. It has received 0 citations till now. The article focuses on the topics: Deformation (meteorology).read more
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fib model code for concrete structures 2010
Luc Taerwe,Stijn Matthys +1 more
TL;DR: The fib Model Code 2010 is the most comprehensive code on concrete structures, including their complete life cycle: conceptual design, dimensioning, construction, conservation and dismantlement.
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Measurement of time-dependent strains of concrete. Prepared by subcommittee 4: Standardized test methods for creep and shrinkage
Paul Acker,Zdenek P. Bazant,J. C. Chern,C. Huet,Folker H. Wittmann,F Alou,H Fagerlund,T. C. Hansen,M. Mamillan,P. Schwesinger,Franz-Josef Ulm,Bernard Espion,L Agullo,Michel Auperin,Ignacio Carol,Domingo J. Carreira,Jose M. R. Catarino,Mario Alberto Chiorino,John W. Dougill,Terje Kanstad,Joong-Koo Kim,Kristek,Harold S. Muller,B H Oh,Josko Ozbolt,Stuart Reid,H W Reinhardt,Bretislav Teply,Heinrich Trost,Tatsuya Tsubaki,R. F. Warner,Yunping Xi,J. F. Young +32 more
TL;DR: In this article, the authors define the definition of the creep test, which does not require any correction in the case of non-constant loading, and the quality of the test consequently depends primarily on the ability of the device to keep the applied load constant.
Effects of column creep and shrinkage in tall structures - prediction of inelastic column shortening
Mark Fintel,Fazlur R. Khan +1 more
TL;DR: In this paper, the authors present a design process based on the present state of the art to predict the CREEP and SHRINKAGE STRAINS in columns of multiple-history buildings.
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Time-Dependent Strains in Axially Loaded Reinforced Concrete Columns
TL;DR: In this article, an exact method for estimating the time-dependent strain in reinforced concrete (RC) members is presented, which can be used to estimate the time dependence of reinforced concrete members.
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Investigation of minimum longitudinal reinforcement requirements for concrete columns using present day construction materials
TL;DR: In this paper, the feasibility of reducing the current ACI Building Code and AASHTO Bridge Specification requirements for minimum longitudinal reinforcing steel in columns is investigated, and measured responses are compared with predicted long-term responses based on recommendations from ACI Committee 209.