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Finite Element Analysis of Bi-directional Shear Panel Damper with Square Hollow Section under Monotonic Loading

Journal of the Civil Engineering Forum · Vol. 8 No. 2 (2022) · hlm. 157–168

DOI
10.22146/jcef.3842
ISSN
2549-5925, 2581-1037
Terbit
2022-05-25
Penerbit
Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada
Bahasa
eng

Abstrak

This study aims to determine the finite element analysis of a BSPD-SHS (bi-directional shear panel damper with a square hollow section) device, to dissipate the seismic excitation energy through the lateral relative displacement between the pier and girder of the simple support bridge. The configuration of the square hollow section is also performed for a double role, such as web panel and flange, indicating the expectations to reduce the seismic force within the lateral and longitudinal directions. In the preliminary development phase, the finite element analysis was conducted under monotonic loading, to examine the skeleton curve characteristics and internal stress action on resisting seismic force. The characteristics of this curve include elastic stiffness, shear strength, post-yield behavior, and internal stress distributions. Based on the evaluation of the BSPD-SHS slenderness effect, the variation of depth-thickness ratio was considered between 25 to 67. To investigate the fitness of the theoretical shear strength formulation, two different hardening roles of the metal plasticity model were subsequently compared in this study, including the elastic-perfectly plastic and isotropic/kinematic techniques. Furthermore, the effect of the restrained degree of freedom idealization on the top base plate was captured. This indicated that all specimens model with the restrained top base plate achieved stable post-yield stiffness. In implementing the unrestrained top base plate, this stiffness was achieved when the web slenderness ratio equaled 25. The differences observed between the hardening roles also generated a slight yield shear strength discrepancy. However, significant differences occurred in the post-yield shear strength. The shear resistance proportion of the stress components was also accurately quantified with an analytical stress integration. Based on the restrained top base plate, the flange tension field generated a significant contribution to the post-yield shear resistance.

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  • Universitas Gadjah Mada
  • Universiti Teknologi MARA
  • Indonesian Institute of Sciences
  • Port and Airport Research Institute
  • Sebelas Maret University
  • Jadavpur University
  • National Cheng Kung University
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Rekan penulisOrganisasiArtikel bersama
Muhamad Fauzi DarmawanUniversitas Gadjah Mada6
Noorsuhada Md NorUniversiti Teknologi MARA5
Sidiq PurnomoAfiliasi tidak diketahui4
Ignatius Harry SumartonoAfiliasi tidak diketahui4
Suprapto SiswosukartoUniversitas Gadjah Mada2
Andreas TriwiyonoUniversitas Gadjah Mada2
Ananda Elnish FiqhunissaUniversitas Gadjah Mada2
Mariyana Aida Ab KadirUniversity of Technology Malaysia2
Ananto NugrohoIndonesian Institute of Sciences1
Subyakto SubyaktoIndonesian Institute of Sciences1
Erik Wahyu PradanaSebelas Maret University1
Saroj MandalJadavpur University1
Akhmad AminullahUniversitas Gadjah Mada1
Bambang SuhendroUniversitas Gadjah Mada1
Wira Sucitra IbrahimUniversitas Gadjah Mada1
Bambang SupriyadiUniversitas Gadjah Mada1
Renga Rao KrishnamoorthyUniversiti Teknologi MARA1
Kukuh Adhi KafieUniversitas Gadjah Mada1
Hsuan‐Teh HuNational Cheng Kung University1
Yusufa Kholifa ArdhaUniversitas Gadjah Mada1
Gayatri Indah MarliyaniUniversitas Gadjah Mada1
Muhammad Akhsin MuflikhunUniversitas Gadjah Mada1
Oktalia Wuranti PutriUniversitas Gadjah Mada1
MuslikhUniversitas Cokroaminoto Yogyakarta1
Gadang PriyotomoIndonesian Institute of Sciences1
Trihol Oky Jones SilabanUniversitas Gadjah Mada1
Ardi WiranataUniversitas Gadjah Mada1
Ryan Anugrah PutraUniversitas Gadjah Mada1
Sakhiah Abdul KudusUniversiti Teknologi MARA1

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Sumber metadata: OAI-PMH (metadata jurnal) https://jurnal.ugm.ac.id/v3/jcef/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 Nov 2026.
Metadata asli (oai_dc) 
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	<dc:title xml:lang="en-US">Finite Element Analysis of Bi-directional Shear Panel Damper with Square Hollow Section under Monotonic Loading</dc:title>
	<dc:creator>Ali Awaludin</dc:creator>
	<dc:creator>Angga Fajar Setiawan</dc:creator>
	<dc:creator>Satyarno, Iman</dc:creator>
	<dc:creator>Wu Shuanglan</dc:creator>
	<dc:creator>Haroki, Yusuf</dc:creator>
	<dc:subject xml:lang="en-US">BSPD-SHS</dc:subject>
	<dc:subject xml:lang="en-US">web slenderness</dc:subject>
	<dc:subject xml:lang="en-US">skeleton curve</dc:subject>
	<dc:subject xml:lang="en-US">restrained top base plate</dc:subject>
	<dc:subject xml:lang="en-US">internal stress</dc:subject>
	<dc:description xml:lang="en-US">This study aims to determine the finite element analysis of a BSPD-SHS (bi-directional shear panel damper with a square hollow section) device, to dissipate the seismic excitation energy through the lateral relative displacement between the pier and girder of the simple support bridge. The configuration of the square hollow section is also performed for a double role, such as web panel and flange, indicating the expectations to reduce the seismic force within the lateral and longitudinal directions. In the preliminary development phase, the finite element analysis was conducted under monotonic loading, to examine the skeleton curve characteristics and internal stress action on resisting seismic force. The characteristics of this curve include elastic stiffness, shear strength, post-yield behavior, and internal stress distributions. Based on the evaluation of the BSPD-SHS slenderness effect, the variation of depth-thickness ratio was considered between 25 to 67. To investigate the fitness of the theoretical shear strength formulation, two different hardening roles of the metal plasticity model were subsequently compared in this study, including the elastic-perfectly plastic and isotropic/kinematic techniques. Furthermore, the effect of the restrained degree of freedom idealization on the top base plate was captured. This indicated that all specimens model with the restrained top base plate achieved stable post-yield stiffness. In implementing the unrestrained top base plate, this stiffness was achieved when the web slenderness ratio equaled 25. The differences observed between the hardening roles also generated a slight yield shear strength discrepancy. However, significant differences occurred in the post-yield shear strength. The shear resistance proportion of the stress components was also accurately quantified with an analytical stress integration. Based on the restrained top base plate, the flange tension field generated a significant contribution to the post-yield shear resistance.</dc:description>
	<dc:publisher xml:lang="en-US">Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada</dc:publisher>
	<dc:date>2022-05-25</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://jurnal.ugm.ac.id/v3/JCEF/article/view/3842</dc:identifier>
	<dc:identifier>10.22146/jcef.3842</dc:identifier>
	<dc:source xml:lang="en-US">Journal of the Civil Engineering Forum; Vol. 8 No. 2 (May 2022); 157-168</dc:source>
	<dc:source>2549-5925</dc:source>
	<dc:source>2581-1037</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal.ugm.ac.id/v3/JCEF/article/view/3842/1636</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2022 The Author(s)</dc:rights>
</oai_dc:dc>