Main Article Content
Abstract
The seismic analysis employing the Strength Based Design (SBD) technique follows the standards specified in SNI 1726:2019, whereas the technic of Performance Based Design (PBD) method adheres based on regulations outlined in ATC 40.
The seismic analysis data is acquired from the contractor such as shop drawing. Prior to conducting the analysis, the modeling will
be performed initially using SAP 2000. The Strength Based Design (SBD) technique involves conducting linear elastic analysis
according to conventional seismic design standards outlined in SNI 1726:2019. These standards prioritize the strength of materials
and structural elements. Meanwhile, the Performance Based Design (PBD) involved conducting a Static Nonlinear Pushover
Analysis Procedure B. This analysis considers the degree of performance and structural behavior under different earthquake
situations, utilizing performance criteria stated in international standards. In Strength Based Design (SBD), the base shear (V)
value obtained is 497551.96 kgf. In Performance Based Design (PBD), the base shear (V) value obtained is 623230.3 kgf. The
pushover study using procedure B yielded a Sa value of 0.095 and a sd value of 0.023. According to the specifications of ATC-40,
the performance level of the structure is found to be in the Immediate Occupancy phase. This conclusion is based on the deformation of the structure. The greatest total drift that is allowed for building structures is the phase that corresponds to this phase.
Keywords
Article Details
References
- Putra, Rusnadi Rahmat et al. (2011) Seismic Hazard Analysis for Indonesia. 33(2) Journal of Natural Disaster Science
- Manurung, Rido Jonathan Fernandes (2017) Static Nonlinear Pushover Analysis Untuk Performance Based Design Pada Gedung Pascasarjana Fakultas Mipa Ugm. Thesis, Not published
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- SNI 1726-2019. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta: Departemen Permukiman dan Prasarana Wilayah
- ATC-40 Seismic Evaluation and Retrofit of Concrete Buildings Volume 1. (1996) California: California Seismic Safety Comission
- FEMA 356 Prestandard and Commentary for The Seismic Rehabilitation of Buildings. (2000). Washingon D.C: American Society of Civil Engineers for the Federal Emergency Management Agency
- Sandhi, Reza Dwipa (2017) Study of Analysis Pushover for Performance Based Design on Faculty of Social and Political Sciences Building of Brawijaya University. Thesis, Not published
- Chen, W.F. et al. (2006) Earthquake Engineering for Structural Design. USA: Taylor & Francis Group
- Arifin, Zainal (2015) Analisis Struktur Gedung POP Hotel Terhadap Beban Gempa Dengan Metode Pushover Analysis. JRSDD 3(3).
- Farjar, Peter (2000) A Nonlinear Analysis Method for Performance Based Seismic Design. Earthquake Spectra 16(3)
- Kadarusman, Rizky Andhika (20170 Study of Pushover Analysis for Performance Based Design on Kertosono Regional Public Hospital Building A. Thesis, Not published
- Prasetyo, Hendarto (2020) Evaluasi Kinerja Struktur Bangunan Menggunakan Pushover Analysis Dengan Metode Atc-40 dan Fema 356 (Studi Kasus: Gedung Rsgm Ugm Prof. Soedomo). Jurnal Pendidikan Teknik Sipil 9(1). https://doi.org/10.21009/jpensil.v9i1.14021
- Radito, Maheswari Dinda (2016) Analisis Perbandingan Biaya Perencanaan Gedung Menggunakan Metode Strength Based Design
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References
Putra, Rusnadi Rahmat et al. (2011) Seismic Hazard Analysis for Indonesia. 33(2) Journal of Natural Disaster Science
Manurung, Rido Jonathan Fernandes (2017) Static Nonlinear Pushover Analysis Untuk Performance Based Design Pada Gedung Pascasarjana Fakultas Mipa Ugm. Thesis, Not published
Jaenab, Siti (2020) Comparison of Strength and Performance Based Designs for Buildings of Different Heights and Area Width. International Journal of Emerging Trends in Engineering Research 8(6). https://doi.org/10.30534/ijeter/2020/14862020
SNI 1726-2019. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta: Departemen Permukiman dan Prasarana Wilayah
ATC-40 Seismic Evaluation and Retrofit of Concrete Buildings Volume 1. (1996) California: California Seismic Safety Comission
FEMA 356 Prestandard and Commentary for The Seismic Rehabilitation of Buildings. (2000). Washingon D.C: American Society of Civil Engineers for the Federal Emergency Management Agency
Sandhi, Reza Dwipa (2017) Study of Analysis Pushover for Performance Based Design on Faculty of Social and Political Sciences Building of Brawijaya University. Thesis, Not published
Chen, W.F. et al. (2006) Earthquake Engineering for Structural Design. USA: Taylor & Francis Group
Arifin, Zainal (2015) Analisis Struktur Gedung POP Hotel Terhadap Beban Gempa Dengan Metode Pushover Analysis. JRSDD 3(3).
Farjar, Peter (2000) A Nonlinear Analysis Method for Performance Based Seismic Design. Earthquake Spectra 16(3)
Kadarusman, Rizky Andhika (20170 Study of Pushover Analysis for Performance Based Design on Kertosono Regional Public Hospital Building A. Thesis, Not published
Prasetyo, Hendarto (2020) Evaluasi Kinerja Struktur Bangunan Menggunakan Pushover Analysis Dengan Metode Atc-40 dan Fema 356 (Studi Kasus: Gedung Rsgm Ugm Prof. Soedomo). Jurnal Pendidikan Teknik Sipil 9(1). https://doi.org/10.21009/jpensil.v9i1.14021
Radito, Maheswari Dinda (2016) Analisis Perbandingan Biaya Perencanaan Gedung Menggunakan Metode Strength Based Design
dengan Performance Based Design pada Berbagai Variasi Ketinggian. Jurnal Teknik ITS 5(2)