<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Optimization in Civil Engineering</title>
<title_fa>عنوان نشریه</title_fa>
<short_title>IJOCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijoce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>2228-7558</journal_id_issn>
<journal_id_issn_online>3060-8236</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi>doi</journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1395</year>
	<month>10</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2017</year>
	<month>1</month>
	<day>1</day>
</pubdate>
<volume>7</volume>
<number>1</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>INFLUENCE OF FIBER ASPECT RATIO ON SHEAR CAPACITY OF DEEP BEAMS USING ARTIFICIAL NEURAL NETWORK TECHNIQUE</title>
	<subject_fa>Optimal design</subject_fa>
	<subject>Optimal design</subject>
	<content_type_fa>پژوهشي</content_type_fa>
	<content_type>Research</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p&gt;&lt;span style=&quot;font-size: 11pt; color: rgb(0, 0, 0);&quot;&gt;This paper deals with the effect of fiber aspect ratio of steel fibers on shear strength of steel&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;fiber reinforced concrete deep beams loaded with shear span to depth ratio less than two using&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;the artificial neural network technique. The network model predicts reasonably good results&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;when compared with the equation proposed by previous researchers. The parametric study&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;involves deep beams of M55 grade concrete with fiber volume fraction 0.5% to 2% of fiber&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;aspect ratio ranging from 50 to 100 and longitudinal steel percentage varying from 0% to&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;2.5%. The analysis reveals that the fiber aspect ratio also affects the shear strength and needs&amp;nbsp;&lt;span style=&quot;font-size: 11pt;&quot;&gt;to be combined with fiber volume fraction.&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br style=&quot;line-height: normal; orphans: 2; text-align: -webkit-auto; widows: 2;&quot; &gt;
&amp;nbsp;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>fiber aspect ratio, steel fibre reinforced concrete, volume fraction, deep beam, shear span, neural network.</keyword>
	<start_page>81</start_page>
	<end_page>91</end_page>
	<web_url>http://ijoce.iust.ac.ir/browse.php?a_code=A-10-66-127&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>U.</first_name>
	<middle_name></middle_name>
	<last_name>Naik</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>180031947532846001063</code>
	<orcid>180031947532846001063</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation></affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>S.</first_name>
	<middle_name></middle_name>
	<last_name>Kute</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>180031947532846001064</code>
	<orcid>180031947532846001064</orcid>
	<coreauthor>No</coreauthor>
	<affiliation></affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
