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All Journal Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik RACIC : Rab Construction Research IJTI (International Journal Of Transportation And Infrastructure) Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Jurnal Tecnoscienza APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Seminar Nasional Ilmu Terapan Jurnal penelitian jalan dan Jembatan Jurnal PKM Agri Hatantiring
Dermawan Zebua
Politeknik Seruyan
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mathematics Transportation Other

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Journal : APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE)

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Performance Evaluation of Highrise Building Structure Based on Pushover Analysis with ATC-40 Method Dermawan Zebua; Koespiadi *
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 3 No. 02 (2022): System Advantages in Construction
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v3i02.4334

Abstract

The concept of earthquake-resistant buildings is very meaningful to try on buildings located in certain earthquake areas, especially in Indonesia considering the situation which is located in a shock area with a fairly high intensity of events. The purpose of this research is to determine the seismic performance criteria of the planned structure using the SMRF (Special Moment Resisting Frame) structural system from the results of the displacement values ​​using the ATC-40 code, showing the yielding scheme (plastic joint distribution) that occurs from the calculation results of the software program, knowing the pattern of building collapse so that it can be known joint- joint that is damaged and damaged from the pushover analysis. From the results of the research, the building structure is able to provide nonlinear behavior which is indicated by the initial phase and the majority of the occurrence of plastic joints occurs in new beam elements and then column elements and has fulfilled the earthquake-resistant building concept, namely strong column - weak beam. The results of the structural performance evaluation according to the ATC-40 rule that the Performance Level of the SMRF building in the x and y directions is at a Performance Level of 0.011 in the Immediate Occupancy (IO) category where the building is safe during an earthquake, the risk of loss of life and structural failure is not too significant, the building does not experience significant damage, and can be reused and not disturbed by repair problems, where the strength and stiffness are approximately the same as the conditions before the earthquake.
Effect of Soil Type on Lateral Displacement of Reinforced Concrete Building Dermawan Zebua; Leonardus Setia Budi Wibowo
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 3 No. 03 (2022): Resilience in Construction
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v3i03.4965

Abstract

As has happened in various cases of earthquakes, the impact caused by each earthquake event varies, because the earthquake shaking that occurs on the ground is not only influenced by the distance and strength of the earthquake, but also by local soil conditions which are related to the amplification phenomenon. earthquake waves are influenced by the type and thickness of the soil/sediment layer above the bedrock. Reinforced concrete storey buildings are designed to withstand both vertical and horizontal loads. The taller the building, the greater the lateral load that will be received by the building structure. In the design of earthquake-resistant structures, the inelastic behavior of the structure is highly expected for the occurrence of earthquake energy dispersion during both moderate and strong earthquakes. In earthquake-prone countries such as Indonesia, it is required to comply with applicable national standards and the structure can still function and be safe from earthquakes affected by the earthquake. The purpose of this study was to determine how much influence the type of soil has on the lateral displacement of a 10-story reinforced concrete building using shear walls in accordance with earthquake building regulations (SNI 1726, 2019) and loading (SNI 1727, 2020). The results obtained that soft soil types have the largest displacement value with a value of 91,831 mm and hard rock soil types have the smallest displacement value with a value of 44,114 mm.
Co-Authors Ahmad Prayoga Ainin Shofiyah Budi Tjahjono Demison Kolago Demison Papua Kolago Hendri Dwi Purnomo Hendy Rahman Koespiadi Leonardus Setia Budi Wibowo Leonardus Setia Budi Wibowo Muhammad Nazarul Yanis Muhammad Shofwan Donny Cahyono Norman Ray Norman Ray, Norman Panji Prayoga Petrus Candra Foera Era Waruwu Reza Rifani Rusnani * Wahyu Trifadil Paroipo Yoga Alif Kurnia Utama Yohanes Adi Chandra Wijaya Yohanes Adi Chandra Wijaya