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All Journal Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Jurnal Inotera Astonjadro Jurnal Teknik Sipil dan Teknologi Konstruksi Vocatech : Vocational Education and Technology Journal Jurnal ABDINUS : Jurnal Pengabdian Nusantara Jurnal Karya Abdi Masyarakat Jurnal Pengabdian Pada Masyarakat Jurnal Masyarakat Berdikari dan Berkarya (MARDIKA) Inovasi Teknologi Masyarakat Pengabdian Cendekia
Fitry Hasdanita
Teknik Sipil Universitas Teuku Umar
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ANALISIS PUSHOVER TERHADAP RESPON STRUKTUR DENGAN MENGGUNAKAN BASE ISOLATOR Fitry Hasdanita; Mochammad Afifuddin; Muttaqin Muttaqin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i1.10374

Abstract

The earthquake-resistant building is a concept in construction technology that is in line with technology evolution. The idea of this earthquake-resistant concept is to reduce the seismic force that might work to the building structure instead of strengthening the structure itself. The structural component for reducing the earthquake force is called as a base isolator or seismic isolation. During seismic loading, this component is expected to accept and minimize the earthquake forces at a certain level without any significant damage to structure. This research is conducted to evaluate the response of the structure with base isolator. Then, the influence of base isolator on building structure is justified. Two (2) different types of structures, fixed base and base- isolated structure with a variety of post-yield stiffness (K2), were developed. The used type of base isolator is Lead Rubber Bearing (LRB). The analysis is conducted in accordance with pushover analysis method using SAP2000 v.19 program. The result suggested that the building structure with base isolator extends the natural period of the structure up to 1,380 times. The interstory drift of the base-isolated structure is smaller than the fixed base structure. The use of base isolator reduces the top displacement to an average of 21.93% for x- and 18.506% for y-direction. The overall structure performance evaluation of fixed base and base-isolated structures is at Damage Control level.
Co-Authors 366-373 , Ade Dwinta Ajmar Fitriah Alfiansyah Yulianur BC Alfisyahrin, Alfisyahrin Alimuddin Arief Diana, Muhammad Aulia Rahman Cut Intan Salbila Cut Putri Diah Pitaloka Delfian Masrura Dinda, Raina Parmitalia Diza Ariadi Eka Lisdayanti Fachruddin Fachruddin Febrianty, Dian Fikri Maulana Hilma Erliana Inseun Yuri Salena Juwilda MASRURA, DELFIAN Meylis Safriani Michel Kasaf Mochammad Afifuddin Muhammad Ikhsan Muhammad Ikhsan Muttaqin Muttaqin Nasution, Anisah NOVA ANDRIANI Nurul Fadhilah Nurul Najmi Rafshanjani, M. Arie Rafshanjani, M.Arrie Rafshanjani, Muhammad Arrie Rahmawati Rahmawati, Rahmawati riza ulhaq Salena, Inseun Yuri Sanusi Sariani, Meylis Sri Wahyuni Tjut Rizqi Maysyarah Hadi Ummi Kalsum Tumangger Yunisa Fahmi, Nadya Yusra, Andi Yusra, Cut liliiza Zakia Zakia zakia, Zakia