<?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>7</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2016</year>
	<month>10</month>
	<day>1</day>
</pubdate>
<volume>6</volume>
<number>4</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>A SENSITIVITY ANALYSIS FOR ENHANCING IDA EFFICIENCY IN FRAGILITY ANALYSIS OF 3D REINFORCED  CONCRETE FRAMES</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 dir=&quot;ltr&quot;&gt;Due to several uncertainties &amp;nbsp;which &amp;nbsp;affect structural responses of Reinforced concrete (RC)&amp;nbsp;frames, &amp;nbsp;it is sensibly required &amp;nbsp;to &amp;nbsp;apply &amp;nbsp;a vulnerability analysis tool such as fragility curve.&amp;nbsp;To &amp;nbsp;construct an analytical fragility curve, the incremental dynamic analysis (IDA) method&amp;nbsp;has been extensively used as an applicable seismic analysis tool. To employ the IDA method&amp;nbsp;for constructing fragility curves of RC frames, &amp;nbsp;it is important &amp;nbsp;to know &amp;nbsp;how many records&amp;nbsp;will &amp;nbsp;be &amp;nbsp;adequate &amp;nbsp;to &amp;nbsp;assess &amp;nbsp;seismic &amp;nbsp;risk &amp;nbsp;analysis &amp;nbsp;properly? &amp;nbsp;Another &amp;nbsp;issue &amp;nbsp;is &amp;nbsp;to &amp;nbsp;know &amp;nbsp;how&amp;nbsp;many IDA steps &amp;nbsp;are &amp;nbsp;required for developing an accurate fitted fragility function? For this&amp;nbsp;purpose, &amp;nbsp;two 3D RC frames &amp;nbsp;called &amp;nbsp;3STRCF and 5STRCF have been nonlinearly modeled&amp;nbsp;and 200 2-componets actual records have been considered for &amp;nbsp;the &amp;nbsp;IDA. The results &amp;nbsp;reveal&amp;nbsp;that at least 15 IDA steps &amp;nbsp;are &amp;nbsp;required &amp;nbsp;to &amp;nbsp;reduce &amp;nbsp;fragility function error to less than 5% and&amp;nbsp;10 &amp;nbsp;IDA &amp;nbsp;steps &amp;nbsp;are &amp;nbsp;required &amp;nbsp;to &amp;nbsp;yield &amp;nbsp;less &amp;nbsp;than &amp;nbsp;10% &amp;nbsp;error. &amp;nbsp;In &amp;nbsp;addition, &amp;nbsp;it &amp;nbsp;is &amp;nbsp;revealed &amp;nbsp;that &amp;nbsp;a&amp;nbsp;selection of 100 records is completely adequate to be certain &amp;nbsp; to have &amp;nbsp;an accurate fragility&amp;nbsp;curve. It is concluded that at least 25 records are required to decrease fragility curve error to&amp;nbsp;less than 5% and 15 records to &amp;nbsp;have &amp;nbsp;less than 10%. The closeness of fragility curve error&amp;nbsp;variation for two models and in all limit states show that these results can be generalized to&amp;nbsp;other RC frames.&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Analytical  fragility  curve,  Incremental  dynamic  analysis,  Error  estimation,  Reinforced concrete frames.</keyword>
	<start_page>611</start_page>
	<end_page>627</end_page>
	<web_url>http://ijoce.iust.ac.ir/browse.php?a_code=A-10-66-120&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>H. A.</first_name>
	<middle_name></middle_name>
	<last_name>Tavazo </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>180031947532846001045</code>
	<orcid>180031947532846001045</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation></affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Ranjbaran</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>180031947532846001046</code>
	<orcid>180031947532846001046</orcid>
	<coreauthor>No</coreauthor>
	<affiliation></affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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