Impact of Force‐Based, Performance‐Based, and Performance‐Based Plastic Design and Ground Motion Records on Deviation of Engineering Demand Parameters in Reinforced Concrete Frame Structures.
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| Title: | Impact of Force‐Based, Performance‐Based, and Performance‐Based Plastic Design and Ground Motion Records on Deviation of Engineering Demand Parameters in Reinforced Concrete Frame Structures. |
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| Authors: | ShokriSoltanabadi, Reza1 (AUTHOR), KhodabandehLou, Ashkan1 (AUTHOR) a.khodabandehlou@iau.ac.ir, Tariverdilo, Saeed2 (AUTHOR), Rezaei, Rahim1 (AUTHOR), Gao, Meng (AUTHOR) gmxyz@sdust.edu.cn |
| Source: | Advances in Civil Engineering. 2/10/2026, Vol. 2026, p1-22. 22p. |
| Subjects: | Performance-based design, Plastic analysis (Engineering), Nonlinear analysis, Reinforced concrete buildings, Structural design |
| Abstract: | Performance‐based design (PBD) is widely seen as a superior alternative to force‐based design (FBD), yet no standard procedure exists for its implementation. In contrast, performance‐based plastic design (PBPD) has emerged as a theoretically robust and user‐friendly design method. This study examines how varying design methods and ground motion (GM) selections impact engineering demand parameters (EDPs). The analysis includes 5, 10, 15, and 20‐story model structures designed using FBD, PBD, and PBPD approaches. Nonlinear response history analysis (NRHA) confirms that all designs meet ASCE 7‐22 standards. However, economic costs increase significantly with the number of stories, especially for PBPD. Changing the GM set used in NRHA results in notable deviations in EDPs, with larger variability observed in FBD and PBD compared to PBPD. Despite the theoretical advantages of PBD, it shows no consistent improvement in performance indicators over FBD. The study highlights that the absence of a standardized PBD procedure can compromise structural performance. Although PBPD offers a promising design framework, it requires further calibration to be effectively applied to high‐rise buildings. [ABSTRACT FROM AUTHOR] |
| Copyright of Advances in Civil Engineering is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
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| Header | DbId: egs DbLabel: Engineering Source An: 191490701 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Impact of Force‐Based, Performance‐Based, and Performance‐Based Plastic Design and Ground Motion Records on Deviation of Engineering Demand Parameters in Reinforced Concrete Frame Structures. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22ShokriSoltanabadi%2C+Reza%22">ShokriSoltanabadi, Reza</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22KhodabandehLou%2C+Ashkan%22">KhodabandehLou, Ashkan</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> a.khodabandehlou@iau.ac.ir</i><br /><searchLink fieldCode="AR" term="%22Tariverdilo%2C+Saeed%22">Tariverdilo, Saeed</searchLink><relatesTo>2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Rezaei%2C+Rahim%22">Rezaei, Rahim</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Gao%2C+Meng%22">Gao, Meng</searchLink> (AUTHOR)<i> gmxyz@sdust.edu.cn</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Advances+in+Civil+Engineering%22">Advances in Civil Engineering</searchLink>. 2/10/2026, Vol. 2026, p1-22. 22p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Performance-based+design%22">Performance-based design</searchLink><br /><searchLink fieldCode="DE" term="%22Plastic+analysis+%28Engineering%29%22">Plastic analysis (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Nonlinear+analysis%22">Nonlinear analysis</searchLink><br /><searchLink fieldCode="DE" term="%22Reinforced+concrete+buildings%22">Reinforced concrete buildings</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+design%22">Structural design</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Performance‐based design (PBD) is widely seen as a superior alternative to force‐based design (FBD), yet no standard procedure exists for its implementation. In contrast, performance‐based plastic design (PBPD) has emerged as a theoretically robust and user‐friendly design method. This study examines how varying design methods and ground motion (GM) selections impact engineering demand parameters (EDPs). The analysis includes 5, 10, 15, and 20‐story model structures designed using FBD, PBD, and PBPD approaches. Nonlinear response history analysis (NRHA) confirms that all designs meet ASCE 7‐22 standards. However, economic costs increase significantly with the number of stories, especially for PBPD. Changing the GM set used in NRHA results in notable deviations in EDPs, with larger variability observed in FBD and PBD compared to PBPD. Despite the theoretical advantages of PBD, it shows no consistent improvement in performance indicators over FBD. The study highlights that the absence of a standardized PBD procedure can compromise structural performance. Although PBPD offers a promising design framework, it requires further calibration to be effectively applied to high‐rise buildings. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Advances in Civil Engineering is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=191490701 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1155/adce/2786288 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 22 StartPage: 1 Subjects: – SubjectFull: Performance-based design Type: general – SubjectFull: Plastic analysis (Engineering) Type: general – SubjectFull: Nonlinear analysis Type: general – SubjectFull: Reinforced concrete buildings Type: general – SubjectFull: Structural design Type: general Titles: – TitleFull: Impact of Force‐Based, Performance‐Based, and Performance‐Based Plastic Design and Ground Motion Records on Deviation of Engineering Demand Parameters in Reinforced Concrete Frame Structures. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: ShokriSoltanabadi, Reza – PersonEntity: Name: NameFull: KhodabandehLou, Ashkan – PersonEntity: Name: NameFull: Tariverdilo, Saeed – PersonEntity: Name: NameFull: Rezaei, Rahim – PersonEntity: Name: NameFull: Gao, Meng IsPartOfRelationships: – BibEntity: Dates: – D: 10 M: 02 Text: 2/10/2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 16878086 Numbering: – Type: volume Value: 2026 Titles: – TitleFull: Advances in Civil Engineering Type: main |
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