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A Cyclic Behavior of Multidirectional Box-Shaped Shearing Damper: Experimental Study

Journal of the Civil Engineering Forum · Vol. 11 No. 2 (2025) · hlm. 203–216

DOI
10.22146/jcef.14550
ISSN
2549-5925, 2581-1037
Terbit
2025-05-15
Penerbit
Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada
Bahasa
eng

Abstrak

This paper discusses an experimental study investigating the behavior of the multidirectional box-shaped shearing damper (MBSD) proposed for a bridge structures application. The MBSD consisted of a box-shaped steel plate hot coil (SPHC) material with an effective dimension of 100 x100 mm2 designed to dissipate earthquake excitation energy under combined resultant from longitudinal and transversal directions. The specimens varied with two different web slendernesses, i.e., 58.8 and 27.0. Furthermore, to investigate the different load direction effects, four different loading angles with respect to one of the web planes, i.e., 0°, 15°, 30°, and 45° to be implemented. The specimens were subjected to cyclic loading according to AISC/ANSI 341-22. In the experiment, the shear yield strength, ultimate state behavior, and energy dissipation achievement were evaluated. The result was that MBSD could achieve shear strength and sufficient energy dissipation under different angles of loading direction ranging from yielding to ultimate deformation state. The yielding and ultimate characteristics of MBSD were coincident with the ordinary shear panel damper. A stockier web resulted in a more stable stiffness after the yield point and less buckling of the web but also a slightly earlier strength degradation due to the earlier fracture damage to the welded joint. Finally, the MBSD device had visibility for application on bridge structure as a seismic device by considering appropriate strength and deformation capacity compatibility adjustment with the ultimate displacement limit of 0.11 rad drift angle. In addition, the recommendation for using a better elongation capacity steel material and less welding assembly will improve the behavior and seismic performance of the MBSD.

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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
Shuanglan WuPort and Airport Research Institute4
Suprapto SiswosukartoUniversitas Gadjah Mada3
Ananda Elnish FiqhunissaUniversitas Gadjah Mada3
Mariyana Aida Ab KadirUniversity of Technology Malaysia3
Andreas TriwiyonoUniversitas Gadjah Mada2
Muhammad Akhsin MuflikhunUniversitas Gadjah Mada2
Oktalia Wuranti PutriUniversitas Gadjah Mada2
MuslikhUniversitas Cokroaminoto Yogyakarta2
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
Mohd Rizuwan MamatForest Research Institute Malaysia1
Mohd Hisbany Mohd HashimUniversiti Teknologi MARA1
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">A Cyclic Behavior of Multidirectional Box-Shaped Shearing Damper: Experimental Study</dc:title>
	<dc:creator>Setiawan, Angga Fajar</dc:creator>
	<dc:creator>Awaludin, Ali</dc:creator>
	<dc:creator>Satyarno, Iman</dc:creator>
	<dc:creator>Md Nor, Noorsuhada</dc:creator>
	<dc:creator>Haroki, Yusuf</dc:creator>
	<dc:creator>Darmawan, M. Fauzi </dc:creator>
	<dc:creator>Purnomo, Sidiq</dc:creator>
	<dc:creator>Sumartono, Ignatius Harry </dc:creator>
	<dc:subject xml:lang="en-US">Cyclic loading</dc:subject>
	<dc:subject xml:lang="en-US">Shear yield strength</dc:subject>
	<dc:subject xml:lang="en-US">Energy dissipation</dc:subject>
	<dc:subject xml:lang="en-US">Loading angles</dc:subject>
	<dc:subject xml:lang="en-US">Ultimate</dc:subject>
	<dc:subject xml:lang="en-US">Structural and Earthquake Engineering</dc:subject>
	<dc:description xml:lang="en-US">This paper discusses an experimental study investigating the behavior of the multidirectional box-shaped shearing damper (MBSD) proposed for a bridge structures application. The MBSD consisted of a box-shaped steel plate hot coil (SPHC) material with an effective dimension of 100 x100 mm2 designed to dissipate earthquake excitation energy under combined resultant from longitudinal and transversal directions. The specimens varied with two different web slendernesses, i.e., 58.8 and 27.0. Furthermore, to investigate the different load direction effects, four different loading angles with respect to one of the web planes, i.e., 0°, 15°, 30°, and 45° to be implemented. The specimens were subjected to cyclic loading according to AISC/ANSI 341-22. In the experiment, the shear yield strength, ultimate state behavior, and energy dissipation achievement were evaluated. The result was that MBSD could achieve shear strength and sufficient energy dissipation under different angles of loading direction ranging from yielding to ultimate deformation state. The yielding and ultimate characteristics of MBSD were coincident with the ordinary shear panel damper. A stockier web resulted in a more stable stiffness after the yield point and less buckling of the web but also a slightly earlier strength degradation due to the earlier fracture damage to the welded joint. Finally, the MBSD device had visibility for application on bridge structure as a seismic device by considering appropriate strength and deformation capacity compatibility adjustment with the ultimate displacement limit of 0.11 rad drift angle. In addition, the recommendation for using a better elongation capacity steel material and less welding assembly will improve the behavior and seismic performance of the MBSD.</dc:description>
	<dc:publisher xml:lang="en-US">Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada</dc:publisher>
	<dc:date>2025-05-15</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:type xml:lang="en-US">Text</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://jurnal.ugm.ac.id/v3/JCEF/article/view/14550</dc:identifier>
	<dc:identifier>10.22146/jcef.14550</dc:identifier>
	<dc:source xml:lang="en-US">Journal of the Civil Engineering Forum; Vol. 11 No. 2 (May 2025); 203-216</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/14550/5710</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2025 The Author(s)</dc:rights>
</oai_dc:dc>