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Seismic Performance Evaluation of Irregular Auditorium Building based on ASCE 41-23

Journal of the Civil Engineering Forum · Vol. 10 No. 3 (2024) · hlm. 299–314

DOI
10.22146/jcef.13306
ISSN
2549-5925, 2581-1037
Terbit
2024-09-18
Penerbit
Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada
Bahasa
eng

Abstrak

This study discusses the seismic performance evaluation of an irregular auditorium building. The building is an educational facility which has roof span up to 46 meters, column height up to 10 meters, beam span up to 15 meters, cantilever up to 6.50 meters, 2 inclined columns with the angle up to 54.72°, and 1 transfer column with 1 transfer beam. The evaluation process was carried out using Tier 3 method with linear dynamic procedure which consisted of Response Spectrum Analysis (RSA) and Linear Time History Analysis (LTHA) according to ASCE 41-23 using SAP2000 subjected to short (S s ) and long (S ) period of earthquakes. The building is designed to Risk Category IV, which the target performance levels for structural components are Immediate Occupancy (IO) for Basic Safety Earthquake 1 for New Building (BSE-1N) and Life Safety (LS) for Basic Safety Earthquake 2 for New Building (BSE-2N). Even though the building had a torsional strength irregularity, the percentage of components with a Demand-Capacity Ratio value that did not meet the requirements was 9.87% of the total components; hence the linear procedure was assumed to be still applicable. Analyses showed that the average acceptance criteria ratio of the components with the RSA method was lower than with the LTHA method but the percentage of the components with acceptance criteria ratio exceeding 1 using RSA method was higher than using the LTHA method. In addition, the results indicated that the average performance level of the components was IO for BSE-1N and LS for BSE-2N, which both results had met the expected performance level targets. However, the maximum performance level of the components did not meet the IO performance level target for BSE-1N and did not meet the LS performance level target for BSE-2N.

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  • Universitas Gadjah Mada
  • Indonesian Institute of Sciences
  • Port and Airport Research Institute
  • Universiti Teknologi MARA
  • University of Technology Malaysia
  • National Cheng Kung University
  • Universitas Cokroaminoto Yogyakarta
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Rekan penulisOrganisasiArtikel bersama
Ali AwaludinUniversitas Gadjah Mada5
Yusuf HarokiPort and Airport Research Institute5
Noorsuhada Md NorUniversiti Teknologi MARA4
Sidiq PurnomoAfiliasi tidak diketahui3
Ignatius Harry SumartonoAfiliasi tidak diketahui3
Suprapto SiswosukartoUniversitas Gadjah Mada2
Shuanglan WuPort and Airport Research Institute2
Ananto NugrohoIndonesian Institute of Sciences1
Subyakto SubyaktoIndonesian Institute of Sciences1
Andreas TriwiyonoUniversitas Gadjah Mada1
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">Seismic Performance Evaluation of Irregular Auditorium Building based on ASCE 41-23 </dc:title>
	<dc:creator>Fiqhunissa, Ananda Elnish</dc:creator>
	<dc:creator>Iman Satyarno</dc:creator>
	<dc:creator>Angga Fajar Setiawan</dc:creator>
	<dc:creator>Mariyana Aida Ab Kadir</dc:creator>
	<dc:creator>Darmawan, Muhamad Fauzi</dc:creator>
	<dc:subject xml:lang="en-US">New irregular building</dc:subject>
	<dc:subject xml:lang="en-US">Tier 3 evaluation</dc:subject>
	<dc:subject xml:lang="en-US">Linear dynamic procedure</dc:subject>
	<dc:subject xml:lang="en-US">Response spectrum analysis method</dc:subject>
	<dc:subject xml:lang="en-US">Linear time history analysis method</dc:subject>
	<dc:description xml:lang="en-US">This study discusses the seismic performance evaluation of an irregular auditorium building. The building is an educational facility which has roof span up to 46 meters, column height up to 10 meters, beam span up to 15 meters, cantilever up to 6.50 meters, 2 inclined columns with the angle up to 54.72°, and 1 transfer column with 1 transfer beam. The evaluation process was carried out using Tier 3 method with linear dynamic procedure which consisted of Response Spectrum Analysis (RSA) and Linear Time History Analysis (LTHA) according to ASCE 41-23 using SAP2000 subjected to short (S s ) and long (S ) period of earthquakes. The building is designed to Risk Category IV, which the target performance levels for structural components are Immediate Occupancy (IO) for Basic Safety Earthquake 1 for New Building (BSE-1N) and Life Safety (LS) for Basic Safety Earthquake 2 for New Building (BSE-2N). Even though the building had a torsional strength irregularity, the percentage of components with a Demand-Capacity Ratio value that did not meet the requirements was 9.87% of the total components; hence the linear procedure was assumed to be still applicable. Analyses showed that the average acceptance criteria ratio of the components with the RSA method was lower than with the LTHA method but the percentage of the components with acceptance criteria ratio exceeding 1 using RSA method was higher than using the LTHA method. In addition, the results indicated that the average performance level of the components was IO for BSE-1N and LS for BSE-2N, which both results had met the expected performance level targets. However, the maximum performance level of the components did not meet the IO performance level target for BSE-1N and did not meet the LS performance level target for BSE-2N.</dc:description>
	<dc:publisher xml:lang="en-US">Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada</dc:publisher>
	<dc:date>2024-09-18</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/13306</dc:identifier>
	<dc:identifier>10.22146/jcef.13306</dc:identifier>
	<dc:source xml:lang="en-US">Journal of the Civil Engineering Forum; Vol. 10 No. 3 (September 2024); 299-314</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/13306/4920</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2024 The Author(s)</dc:rights>
</oai_dc:dc>