Article Per Year (5 Year)
p-Index From 2021 - 2026
2.619
P-Index
This Author published in this journals
All Journal IPTEK Journal of Proceedings Series Teras Jurnal U Karst Indonesian Journal Of Civil Engineering Education Jurnal Infrastruktur Kumawula: Jurnal Pengabdian Kepada Masyarakat Specta Journal of Technology PIKAT Social Engagement: Jurnal Pengabdian Kepada Masyarakat Sabangka Abdimas Jurnal Pengabdian Masyarakat Sabangka
Khala, Christianto Credidi Septino
Departement Of Civil Engineering, Institut Teknologi Kalimantan
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Social Sciences Transportation Other

Published : 18 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : IPTEK Journal of Proceedings Series

 1 
Analysis of Steel Plate Shear Wall Performance with Two Wall Openings Modification Khala, Christianto Credidi Septino; Suswanto, Budi
IPTEK Journal of Proceedings Series No 1 (2019): 4th International Seminar on Science and Technology 2018 (ISST 2018)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1959.343 KB) | DOI: 10.12962/j23546026.y2019i1.5125

Abstract

Steel plate shear wall (SPSW) is one kind of steel earthquake resistant building structural stiffener that can dissipate the tremendous amount of quake energy, where the steel plate itself had been developed from years, and still in development. Ideally, SPSW is designed so all of its parts can absorb the energy of lateral force, seismic load for instance, through inelastic deformation. Because of that, the thickness of applied steel plate in a section of a building (a portal in this case) is determined by the shear force of the portal itself. In this research, experiment had been done using multiple applicable methods for the SPSW, where the use of it depends on the architect aspect and necessity. In this experiment, the specimen will be tested with some applicable lateral loading, where in the steel plate itself, there are two openings applied to the web plate. The result of the research shows some behavior changing of the dissipating energy throughout the steel plate, especially along the edge of the openings. Because of that fact, there are some performance degradation in the specimen, compared to the normal steel plate with stiffeners, which is 26.61% reduction of ultimate strength (624.01) kN at perforated specimen, compared to 850.24 kN at non-perforated specimen) and 11.5% reduction of dissipated energy
Co-Authors Al Aswad Janfari Alvin Afnercyn Amalia Oktafina Amalia, Lina Amirul Alfan Fallevi Andina Prima Putri Andina Prima Putri Andina Putri Andina Putri Anwar Mahib Apriliani, Tiara Aquilera Simanjorang Athirah, Athirah Basyaruddin Basyaruddin Basyaruddin, Basyaruddin Dharmawan, Samuel Dhea Safitri Dyah Wahyu Apriani Dzakwan Adhitya Pratama Evita Nanda Fitria Farid, Rival Ahmad Febby Nolla Amelia Haruniah, Wa Siti Nabilah Hijriah Hijriah Intan Dwi Wahyu Setyo Rini M Ricky Reinaldy Afdar Fadilah Maryo Inri Pratama Muhammad Fajrin Wahab Muhammad Ilham Mujiono, Devi Azalia Muslimin, Muhammad Syahrizal Nuradila, Eka Risky Pitaloka, Feby Ayu Caroline Pratama, Maryo Inri Putri, Andina Prima Ramda Marizal Saiid, Muhammad Sari, Oryza Lhara Shandria Herdinata Shandria Herdinata H Situmorang, Raftonado Surya, Muhammad Aji Suswanto, Budi Syah, Indo Rismayani Syah Umar Mustofa Yudha Buana Putra Zulfikar Abdul Aziz