<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>International Institute of Earthquake Engineering and Seismology</PublisherName>
				<JournalTitle>Journal of Seismology and Earthquake Engineering</JournalTitle>
				<Issn>1735-1669</Issn>
				<Volume>26</Volume>
				<Issue>4</Issue>
				<PubDate PubStatus="epublish">
					<Year>2024</Year>
					<Month>10</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Seismic Active Earth Pressure during Kahramanmaraş Earthquake using a Time Domain Pseudo-Dynamic Method</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>25</FirstPage>
			<LastPage>35</LastPage>
			<ELocationID EIdType="pii">714381</ELocationID>
			
<ELocationID EIdType="doi">10.48303/jsee.2024.2033543.1106</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Morteza</FirstName>
					<LastName>Jiryaei Sharahi</LastName>
<Affiliation>Assistant Professor, Civil Engineering Department, Qom University of Technology, Qom, Iran</Affiliation>
<Identifier Source="ORCID">0000-0003-3775-6066</Identifier>

</Author>
<Author>
					<FirstName>Mohammad</FirstName>
					<LastName>Mobini</LastName>
<Affiliation>M.Sc. Student, Civil Engineering Department, Qom University of Technology, Qom, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2024</Year>
					<Month>07</Month>
					<Day>07</Day>
				</PubDate>
			</History>
		<Abstract>This study investigates the seismic active pressure induced by the Kahramanmaraş earthquake in Türkiye that occurred on February 6, 2023, with a magnitude of  7.7, using a time-domain pseudo-dynamic approach. This methodology enables the incorporation of actual ground motion data from the earthquake into the analysis. Morever, it employs a momentum theory-based technique to precisely identify the critical failure surface. Seismic accelerations recorded at four specific stations located 14, 123, 142 and 237 km away from the earthquake&#039;s epicenter, experiencing peak ground accelerations of 0.57&lt;em&gt;g&lt;/em&gt;, 0.15&lt;em&gt;g&lt;/em&gt;, 1.34&lt;em&gt;g&lt;/em&gt; and 0.17&lt;em&gt;g&lt;/em&gt; respectively, are utilized to evaluate the seismic active pressure acting on a retaining wall. The results indicate that the proposed approach yields more realistic outcomes compared to conventional methods, particularly in scenarios of significant earthquakes. Besides the peak ground acceleration of the earthquake, which influences the active seismic pressure, the frequency content of the earthquake, and the site&#039;s position relative to the fault movement also play crucial roles.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Kahramanmaraş earthquake</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">seismic active pressure</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Wall</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">seismic acceleration</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://www.jsee.ir/article_714381_d6195c052e42ec9755e9f3943d292ce3.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
