<?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>Applying a time-domain boundary element method for study of seismic ground response in the vicinity of embedded cylindrical cavity</title>
	<subject_fa>Seismic Geotechnique</subject_fa>
	<subject>Seismic Geotechnique</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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;In this paper, an advanced formulation of a time-domain two-dimensional boundary element method (BEM) is presented 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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;applied to calculate the response of a buried, unlined, and infinitely long cylindrical cavity with a circular cross-section subjected&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;to SV and P waves. The applicability and efficiency of the algorithm are verified with frequency-domain BEM examples of the&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;effect of cylindrical cavities on the site response analysis. The analysis results show that acceptable agreements exist between&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;results of this research and presented examples. For a shallow cavity, the numerical results demonstrate that vertically incident&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;SV wave reduces the horizontal components of the motion on the ground surface above the cavity, while it significantly increases&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;the vertical component for a dimensionless frequency (&amp;eta) of 0.5 and h/a=1.5. The maximum values of normalized displacements&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;in vertical component of P waves are larger than horizontal component of SV waves for &amp;eta=1.0. For a deeply embedded cavity,&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;the effect of the cavity on the surface ground motion is negligible for incident SV wave, but it increases the vertical component of&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;the displacement for incident P wave. Additionally, far and near distances from the center of the cavity show different amplitude&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;patterns of response due to the cavity effect. Increasing the distance from the center of the cavity, the amplitude of displacement&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; lang=&quot;JA&quot; size=&quot;2&quot;&gt;&lt;font face=&quot;TimesNewRomanPS-ItalicMT&quot; lang=&quot;JA&quot; size=&quot;2&quot;&gt;and the effect of the cavity attenuates significantly.&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Boundary element method BEM, Time domain, Embedded cavity, Two dimensional transient elastodynamic kernels,Scattering, Dynamic displacement</keyword>
	<start_page>45</start_page>
	<end_page>54</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-544-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>H.</first_name>
	<middle_name></middle_name>
	<last_name>Alielahi</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>H.Alielahi@azu.ac.ir</email>
	<code>180031947532846009866</code>
	<orcid>180031947532846009866</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>PhD Candidate, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, IRAN</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M. </first_name>
	<middle_name></middle_name>
	<last_name>Kamalian</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>Kamalian@iiees.ac.ir</email>
	<code>180031947532846009867</code>
	<orcid>180031947532846009867</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Associate Professor, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, IRAN</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>J.</first_name>
	<middle_name></middle_name>
	<last_name>Asgari Marnani</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>j_asgari@iauctb.ac.ir</email>
	<code>180031947532846009868</code>
	<orcid>180031947532846009868</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Assistant Professor, Civil Engineering Department, Technical and Engineering Faculty, Central Tehran Branch, Islamic Azad University, Tehran, 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>180031947532846009869</code>
	<orcid>180031947532846009869</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Professor, Geotechnical Engineering Research Centre, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran, IRAN</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>M. </first_name>
	<middle_name></middle_name>
	<last_name>Panji</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.panji@srbiau.ac.ir</email>
	<code>180031947532846009870</code>
	<orcid>180031947532846009870</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>PhD Candidate, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, IRAN</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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