Article Per Year (5 Year)
p-Index From 2019 - 2024
4.215
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil RACIC : Rab Construction Research AGREGAT Prosiding Seminar Nasional Sains dan Teknologi Terapan Jurnal Rekayasa Sipil TELEKONTRAN: Jurnal Ilmiah Telekomunikasi, Kendali dan Elektronika Terapan Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Narotama Jurnal Teknik Sipil Seminar Nasional Ilmu Terapan Anggapa Jurnal penelitian jalan dan Jembatan
Leonardus Setia Budi Wibowo
Structural Strength Technology Research Center, National Research And Innovation Agency Of The Republic Of Indonesia
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Transportation

Published : 35 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : RACIC : Rab Construction Research

 1 
PERBANDINGAN PERPINDAHAN LATERAL GEDUNG BETON BERTULANG DENGAN DAN TANPA DINDING GESER Dermawan Zebua; Leonardus Setia Budi Wibowo
Racic : Rab Construction Research Vol 7 No 1 (2022): RACIC (RAB CONSTRUCTION RESEARCH)
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v7i1.2399

Abstract

Earthquakes that often occur in Indonesia are tectonic earthquakes. Indonesia is one of the countries in the earthquake area. Thus, the construction of structures built in earthquake-prone areas must meet applicable national standards and the structures can still function and be safe from earthquakes affected by the earthquake. Reinforced concrete shear walls are one of the structural elements that effectively resist earthquake forces. The application of reinforced concrete shear walls can effectively reduce the displacement and shear forces of the structure floor. This study aims to determine the effect of shear wall position on symmetrical high-rise buildings due to earthquake loads. In this research, the building that is analyzed is earthquake by considering two types of structural systems. Namely the frame system and the dual system. The first model is an open frame structure system, and the other three models are a double type structure system. The dual system with shear walls in the core and placed in the center of the building showed a significant reduction of more than 85% of lateral displacement at the top of the structure
Co-Authors Abel Hasudungan Gultom Agustinus Angkoso Agustinus Angkoso Bingly, Yonathan Clement Kristianto Halim Dermawan Zebua Desnalia, Desnalia lia Dhaniswara, Erwin Gregorius Oei, Yulius Cornelius Hadiwidjaja, Mardijono HALIM, CLEMENT KRISTIANTO Handri Denziger Wijaya S Hendy Rahman Holyness Nurdin Singadimedja Jovan Sebastian Kusuma, Vincencius Christian Muhammad Shofwan Donny Cahyono Norman Ray, Norman Panji Prayoga Rahayu, Yoanita Eka Reza Rifani Sebastian, Jovan Simamora, Jawarta Sumantri, Yosef Susanto, Chris Salim Widjaya, Steven Ray Wijaya S, Handri Denziger Yoanita Eka Rahayu Yoga Alif Kurnia Utama, Yoga Alif Kurnia Yosef Sumantri Yulina Yulina