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All Journal Semesta Teknika JAPI: Jurnal Akses Pengabdian Indonesia E-Amal: Jurnal Pengabdian Kepada Masyarakat Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
Wahiddin, Wahiddin
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Health Professions Nursing Public Health Transportation Other

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Journal : Semesta Teknika

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Concentric Bracing Frame in Earthquake-Resistant High-Rise Buildings Alhussein, Mohammedalameen Ahmed Aldaw; Nugroho, Guntur; Wahiddin, Wahiddin; Nursetiawan, Nursetiawan
Semesta Teknika Vol 27, No 1 (2024): MEI
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v27i1.21864

Abstract

Indonesia has regular earthquakes; thus, constructions must be designed to SNI 1726:2019. Building height based on SNI 1726:2012 table 9 and article 7.2.5.4 maximums. The survey says response-based damage models can assess ground vibrations. The earthquake damage was assessed and compared to the moment-resisting frame after the structure was rehabilitated with concentric bracing. 1) This study analyzes lateral forces on each level for moment-resisting and concentric-braced frames. CBF, 2) assessing displacements at each level for moment-resisting and concentric braced frames, and 3) counting narratives. The ETABS Structural Analysis Professional 2020 program measures structural element internal forces. Internal forces include shear, axial, bending, and twisting. Next, calculate level displacement, or vertical distance between levels. The pushover analysis on medium and high-rise structures shows 0.91% CBF lateral shear force. CBF stiffens elastically. CBF supports enhance CBF displacement by 70%, minimize floor structure displacement, and stiffen the steel frame laterally more than MRF. Maximum CBF deviation between floors is 85%; CBF and MRF weight differential is 1.530%. Thus, the CBF exceeds the frame weight. The designed structure is important, but seismic performance in static and dynamic nonlinear circumstances differs.
Co-Authors Agus Sugiarto Agus Sugiarto Agustin Dita Lestari Agustin Dita Lestari, Agustin Dita Ahmed Aldaw Alhussein, Mohammedalameen Aida Dyah Prabawati Alhussein, Mohammedalameen Ahmed Aldaw Alqodri, Ahmad Rayhan Amelia Ayu Solicha Anelida, Rafika Anisah Nur Fajarwati Armin Naibaho Armin Naibaho Attathira, Nyemas Aulian Azkiyak, Sinar Azkal Burhamtoro Burhamtoro, Burhamtoro Chynthya Novita Raga Deni Putra Arystianto Devi Zettyara Dewi Garnis Pandji Diah Lydianingtias Djoko Trijanto Dwi Ratnaningsih, Dwi Dwinanda Reza Savero Fadjar Purnomo Fakhrudin, Hilman Fakhry, Muhammad Reza Hapsari, Ratih Indri Hariadi, Sandy Kurniawan Harsanti, Winda Hikmah, Astakirana Nur Himawan Tri Ilyasa Ikrar Hanggara, Ikrar Ilham Agung Nur Prasetyo Isnain Shafaratul Ula, Awaliya Ivanny Zerlina Putri Kamil, Muhammad Haqqi Musthafa Kartika Purwitasari Khairil, Akhmad Khalfani, M Zacky Moch. Sholeh Moch. Sholeh, Moch. Nawir Rasidi Nofianto, Andre Tri Nugroho, Guntur Nursetiawan Nursetiawan, Nursetiawan P, Putri Dyah Ayu Provanda, Alvien Saher Gaza Pudjowati, Utami Retno Putri, Vanda Marini Raharjo, Bobby Asukmajaya Raharjo, Nain Dhaniarti Rahmadani, Deanty Putri Rahmawan, fauzi Akbar Ramadhani, M. Rifqi Rizqi, Muhammad Fayruz Safira, Utari Nindy Saputra, Agung Ardhi Sasmita, Taufik Giri Sitti Safiatus Riskijah Sugiharti Sugiharti Suhariyanto Suhariyanto Sumardi . Suryadi, Akhmad Susapto, Susapto Suselo Utoyo Suselo Utoyo, Suselo Syahfril Wahyu Vidiansyah Syifaur Rohmah Taufiq Rochman Taufiq Rochman Utoyoi, Suselo Zahrotunnabila, Bahesty Zulkarnaen, Muhammad Rivanda