Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame met...
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Al-Khwarizmi College of Engineering – University of Baghdad
2012
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oai:doaj.org-article:4aad9ba552c74ae7a81358acdf8201242021-12-02T06:41:03ZEmpirical Equations for Analysis of Two-Way Reinforced Concrete Slabs 1818-1171https://doaj.org/article/4aad9ba552c74ae7a81358acdf8201242012-01-01T00:00:00Zhttp://www.iasj.net/iasj?func=fulltext&aId=56298https://doaj.org/toc/1818-1171There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame method. But these methods usually need a long time for analysis of the slabs.In this paper, a new simple method has been developed to analyze the two-way slabs by using simple empirical formulae, and the results of final analysis of some examples have been compared with other different methods given in different codes of practice.The comparison proof that this simple proposed method gives good results and it can be used in analysis of two-way slabs instead of other methods.Hassan Ayad FadhilAli Hussein Ali Al-AhmedAl-Khwarizmi College of Engineering – University of BaghdadarticleAnalysisTwo-wayReinforced concrete slabsEmpirical equationsInflection linesChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 8, Iss 3, Pp 24-39 (2012) |
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Analysis Two-way Reinforced concrete slabs Empirical equations Inflection lines Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 |
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Analysis Two-way Reinforced concrete slabs Empirical equations Inflection lines Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Hassan Ayad Fadhil Ali Hussein Ali Al-Ahmed Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
description |
There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame method. But these methods usually need a long time for analysis of the slabs.In this paper, a new simple method has been developed to analyze the two-way slabs by using simple empirical formulae, and the results of final analysis of some examples have been compared with other different methods given in different codes of practice.The comparison proof that this simple proposed method gives good results and it can be used in analysis of two-way slabs instead of other methods. |
format |
article |
author |
Hassan Ayad Fadhil Ali Hussein Ali Al-Ahmed |
author_facet |
Hassan Ayad Fadhil Ali Hussein Ali Al-Ahmed |
author_sort |
Hassan Ayad Fadhil |
title |
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
title_short |
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
title_full |
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
title_fullStr |
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
title_full_unstemmed |
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs |
title_sort |
empirical equations for analysis of two-way reinforced concrete slabs |
publisher |
Al-Khwarizmi College of Engineering – University of Baghdad |
publishDate |
2012 |
url |
https://doaj.org/article/4aad9ba552c74ae7a81358acdf820124 |
work_keys_str_mv |
AT hassanayadfadhil empiricalequationsforanalysisoftwowayreinforcedconcreteslabs AT alihusseinalialahmed empiricalequationsforanalysisoftwowayreinforcedconcreteslabs |
_version_ |
1718399751026638848 |