<?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>1392</year>
	<month>2</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2013</year>
	<month>5</month>
	<day>1</day>
</pubdate>
<volume>11</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>Effect of multi support excitation on seismic response of embankment dams</title>
	<subject_fa>Soil Mechanics Classic</subject_fa>
	<subject>Soil Mechanics Classic</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;Spatial Variation of Earthquake Ground Motion (SVEGM) is clearly indicated in data recorded at dense seismographic arrays&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;The main purpose of this paper is to study the influence of SVEGM on the seismic response of large embankment dams. To this&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;end, the Masjed Soleyman embankment dam, constructed in Iran is selected as a numerical example. The spatially varying ground&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;motion time histories are generated using spectral representation method. According to this methodology, the generated time&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;histories are compatible with prescribed response spectra and reflect the wave passage and loss of coherence effects. To&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;investigate the sensitivity of the dam responses to the degree of incoherency, three different coherency models are used to simulate&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;spatially variable seismic ground motions. Finally, the seismic response of the dam under multi-support excitation is analyzed&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;and compared to that due to uniform ground motion. Also, the Newmark&amp;#39s method is used to estimate seismic-induced permanent&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;displacements of the embankment dam. The analysis results reveal that the dam responses can be sensitive to the assumed spatial&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;variation of ground motion along its base. As a general trend, it is concluded that the use of multi-support excitation, which is&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;more realistic assumption, results in lower acceleration and displacement responses than those due to uniform excitation.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Seismic response, Embankment dam, Spatial variability, Coherency loss, Wave passage</keyword>
	<start_page>19</start_page>
	<end_page>28</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-326-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>M.</first_name>
	<middle_name></middle_name>
	<last_name>Davoodii</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>m-davood@iiees.ac.ir</email>
	<code>180031947532846009887</code>
	<orcid>180031947532846009887</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Assistant professor of International Institute of Earthquake Engineering and Seismology, Tehran, I.R.Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M. K.</first_name>
	<middle_name></middle_name>
	<last_name> Jafari</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> jafari@iiees.ac.ir</email>
	<code>180031947532846009888</code>
	<orcid>180031947532846009888</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Professor of International Institute of Earthquake Engineering and Seismology, Tehran, I.R.Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>S. M. A. </first_name>
	<middle_name></middle_name>
	<last_name>Sadrolddini</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>Ali_civil75@yahoo.com</email>
	<code>180031947532846009889</code>
	<orcid>180031947532846009889</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Research Assistant in International Institute of Earthquake Engineering and Seismology, Assistant professor, Department of Civil Engineering, Islamshahr Branch, Islamic Azad University,Islamshahr, I.R. Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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