<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.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>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_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>1391</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<volume>10</volume>
<number>3</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>Endurance time method in the linear seismic analysis of shell structures</title>
	<subject_fa>Structure-Earthquake</subject_fa>
	<subject>Structure-Earthquake</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Endurance Time (ET) method is a response history based analysis procedure that can be used for estimating the seismic response&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of structures at different excitation levels in each response history. This seismic analysis method utilizes specific intensifying&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;acceleration functions to analyze seismic behaviors. One of the potential applications of the ET method is in the seismic&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;assessment of shell structures. In this study, a procedure for linear seismic analysis of shell structures is proposed and&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;applications of this method is investigated for several cases of shell structures. These structures are analyzed under three ET&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;acceleration functions in one direction and the results are compared to time history analysis considering seven actual earthquake&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;records. Moreover, the results of the ET method are compared to response spectrum analysis method. The outcomes of the study&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;reveal that the ET method predicts the linear seismic performance of shell structures with acceptable precision and significant&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;reduction in analysis time. Furthermore, it is conluded that scattering of results of three ET analysis is very low and one analysis&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;can be used instead of three. Finally, the comparison between THA and RSM results verify that response spectuarm method is a&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;conservative method which occasionally encounters problems to evaluate bending stresses of shell structures&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Endurance time method, Shell structures, Time history analysis, Response spectrum analysis</keyword>
	<start_page>169</start_page>
	<end_page>178</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-272-2&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>H.</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>hatavazo@yahoo.com</email>
	<code>180031947532846009692</code>
	<orcid>180031947532846009692</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Department of Civil Engineering, Sharif University of Technology, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>H. E.</first_name>
	<middle_name></middle_name>
	<last_name>Estekanchi</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>stkanchi@sharif.edu</email>
	<code>180031947532846009693</code>
	<orcid>180031947532846009693</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Associate Professor, Department of Civil Engineering, Sharif University of Technology, Tehran, Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>P.</first_name>
	<middle_name></middle_name>
	<last_name>Kaldi</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>kaldi@mapnamd2.com</email>
	<code>180031947532846009694</code>
	<orcid>180031947532846009694</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Supervisor of MAPNA Combined Cycle Power Plant Construction &amp; Development Co. (MD2), MAPNA Group(Civil &amp; Structure Manager of MD2 Co.)</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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