<?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>Semnan University Press</PublisherName>
				<JournalTitle>Journal of Rehabilitation in Civil Engineering</JournalTitle>
				<Issn>2345-4415</Issn>
				<Volume>14</Volume>
				<Issue>3</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>08</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Best Location of Conventional Outrigger in Tall Buildings with Discontinuity in Moment of Inertia of Shear Core using Energy Method with Closed-Form Solution</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">10321</ELocationID>
			
<ELocationID EIdType="doi">10.22075/jrce.2025.2337</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Hamed</FirstName>
					<LastName>Fallahi</LastName>
<Affiliation>Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar ‎University of Kerman, Kerman, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Reza</FirstName>
					<LastName>Rahgozar</LastName>
<Affiliation>Department of Civil Engineering, Faculty of Engineering, Shahid Bahonar ‎University of Kerman, Kerman, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Yasser</FirstName>
					<LastName>Sharifi</LastName>
<Affiliation>Faculty of Engineering, Vali-e-Asr University of Rafsanjan, Rafsanjan, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>06</Month>
					<Day>04</Day>
				</PubDate>
			</History>
		<Abstract>This study presents a graphical solution for determining the ‎initial positioning of Conventional Outrigger (CO) system in ‎the shear core with discontinuity in moment of inertia, using ‎the energy method in tall building. In this model a cantilevered ‎beam presents The framed-tube system, while the CO system ‎is modeled by rotational springs located at their respective ‎positions. By applying the energy method, best locations of the ‎CO are identified along the building height to maximize energy ‎absorption and dissipation. For validation, the model is ‎compared with the case of a uniform shear core, and the ‎results are shown to be consistent with previous studies.‎‏ ‏Quantitative results indicate that when the shear core has no ‎discontinuity, the best positions of the CO are approximately ‎‎0.44L, 0.49L, 0.32L, and 0.52L of the building height (L) for ‎uniform, triangular, inverted triangular, and parabolic load ‎distributions, respectively. Furthermore, with increasing values ‎of the parameter γ, which corresponds to greater slenderness in ‎the second segment of the shear core, the best positions shift ‎upward along the building height. In some cases, the best ‎location falls within the first segment of the shear core, similar ‎to the case of a uniform shear core.‎‏ ‏The proposed closed-form ‎solution and the developed utility graphs offer a practical and ‎efficient tool for identifying the initial positioning of CO ‎system during the preliminary design of tall buildings.‎</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Tall Building</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Conventional outrigger</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Discontinuity in shear core</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://civiljournal.semnan.ac.ir/article_10321_1edcf1319c8a4af69155b0d4e997c4a2.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
