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All Journal REKA RACANA Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Pengabdian Magister Pendidikan IPA KURVATEK Pawon: Jurnal Arsitektur Reswara: Jurnal Pengabdian Kepada Masyarakat Journal of Scientech Research and Development Journal of Planning and Research in Civil Engineering Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
Retno Trimurtiningrum
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STUDI PERBANDINGAN PERILAKU SISTEM RANGKA BRESING TIPE X-1 DAN TIPE X-2 PADA GEDUNG PERKULIAHAN 10 LANTAI Fitriyati, Elfin Nur; Retno Trimurtiningrum
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 3 No. 2 (2022): JUNI 2022
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

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Abstract

Bangunan bertingkat tinggi membutuhkan komponen struktur yang kuat untuk menahan akibat dari beban gaya lateral gempa, gaya tersebut dapat mengakibatkan komponen struktur mengalami simpangan searah gaya yang terjadi. Apabila simpangan tersebut melebihi simpangan yang diizinkan maka konstruksi tersebut akan mengalami failure atau kegagalan struktur. Penelitian ini bertujuan untuk mengetahui periode struktur, nilai simpangan dan simpangan antar lantai serta perbandingan kontrol efek P-Delta. Dari hasil penelitian didapatkan bahwa penggunaan struktur bresing tipe X-1 memiliki nilai simpangan sebesar 0,1007 mm, nilai simpangan antar lantai sebesar 0,1893 mm dan nilai perioda struktur 1,72893 detik, dimana nilai simpangan tersebut lebih kecil dibandingkan dengan penggunaan struktur sistem rangka bresing tipe X-2 sebesar 0,1086 mm, nilai simpangan antar lantai sebesar 0,2627 mm dan perioda struktur 1,89002 detik. Dalam penggunaan bresing tipe X-1 memiliki nilai Efek P-Delta sebesar 0,021 dinilai lebih kecil jika dibandingkan dengan penggunaan struktur bresing tipe X-2 sebesar 0,248.
Studi Perbandingan Kinerja Struktur Rangka Bresing Konsentrik Khusus dan Struktur Base Isolation Dengan Analisis Pushover Suprayitno, Wisnu Edi; Bantot Sutriono; Retno Trimurtiningrum
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1100

Abstract

Earthquakes are phenomena that have the potential to cause damage to building infrastructure, especially high-rise buildings. This condition is an important aspect in the planning of earthquake-resistant buildings, especially related to the use of building structural systems. The purpose of this study was to analyze the response and sismic performance between special concentric braced frame structures and base isolation structures in multi-storey buildings with height variations of 4 floors, 8 floors and 12 floors. Comparative analysis was conducted using ETABS V software.21 with reference to the provisions of the design of earthquake-resistant steel structures. The results of the analysis showed that the deviation between floors and P-Delta effect of base isolation structure is smaller than that of special concentric braced frame structure. From the analysis of pushover, both structures show the level of Life Safety (LS) performance, which means they are still in a safe condition to withstand earthquake loads without experiencing significant damage.
Co-Authors Aditya Rizkiardi Andi Patriadi Arjuna Baqhis Umar Arrowrichta, Billy Bantot Sutriono Bantot Sutriono, Bantot Billy Arrowrichta Dini Nur Maulina Santi Faradlillah Saves Fitriyati, Elfin Nur Hanie Teki Tjendani Hiasintus Bertus Watu Misrawi Misrawi Moch. Ubaidillah Fatra Alrozzaqi Muhammad Fauzi Mazaruddin Nurul Rochmah Suprayitno, Wisnu Edi Syaiful Anam Watu, Hiasintus Bertus