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All Journal Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
zhu, chunyang
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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BUILDING PLANNING FOR THE MEDICAL BUILDING AT JENDERAL ACHMAD YANI UNIVERSITY BANDUNG USING SPECIAL MOMENT RESISTING FRAME SYSTEM maulana, arif irfan; zhu, chunyang
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 6 No. 1 (2025): EDISI MARET
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v6i1.6148

Abstract

Indonesia, as a country prone to earthquakes, motivates civil engineers to prioritize earthquake-resistant structural planning. The primary goal is to ensure that buildings not only withstand seismic forces but also exhibit ductile behavior during strong earthquakes. National standards like SNI 2847-2013 and SNI 1726-2012 provide clear guidelines for using Special Moment Resisting Frame Systems (SMRFS) in designing earthquake-resistant buildings. The implementation of these standards is crucial to be disseminated among academics, consultants, and contractors to ensure that all planning aspects meet the established safety standards. The author conducted research to design Building Medical Building at Jenderal Achmad Yani University, Bandung, integrating SMRFS according to SNI 2847-2013 and SNI 1726-2012. The location of the building in Bandung, known for its high seismic activity, emphasizes the urgency of ensuring structural reliability, especially for high-rise buildings. The planning process involved using the ETABS application for comprehensive analysis of structural resilience against seismic moment forces. Pushover analysis was employed as a method to evaluate the structural performance under earthquake loads. This method not only measures the capacity of the structure to withstand push forces but also predicts failure patterns and plasticity distribution in structural elements. Thus, pushover analysis aids in identifying weak points that require improvement or reinforcement to ensure the structure can withstand and exhibit ductile behavior during strong earthquakes. Overall, this research aims to optimize structural designs to meet high earthquake resilience requirements in accordance with geographic conditions and national standards. The application of SMRFS and pushover analysis is expected to not only enhance the structural safety of laboratory buildings but also make a significant contribution to the development of safe and sustainable infrastructure in Indonesia.
SEISMIC ANALYSIS USING STRENGTH BASED DESIGN METHOD AND PERFORMANCE BASED DESIGN METHOD: STUDY CASE OF PURI AZIZI PURI HOSPITAL ON MEDAN, NORTH SUMATRA Simbolon, Yulina Anastesi; Zhu, Chunyang
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 6 No. 2 (2025): EDISI JUNI
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v6i2.6407

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 willbe performed initially using SAP 2000. The Strength Based Design (SBD) technique involves conducting linear elastic analysisaccording to conventional seismic design standards outlined in SNI 1726:2019. These standards prioritize the strength of materialsand structural elements. Meanwhile, the Performance Based Design (PBD) involved conducting a Static Nonlinear PushoverAnalysis Procedure B. This analysis considers the degree of performance and structural behavior under different earthquakesituations, 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. Thepushover 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.
Co-Authors maulana, arif irfan Simbolon, Yulina Anastesi