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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Abdimas Dewantara Praxis : Jurnal Sains, Teknologi, Masyarakat dan Jejaring Jurnal Rekayasa Konstruksi Mekanika Sipil Jurnal Pensil : Pendidikan Teknik Sipil Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan Jurnal Abdi Insani Jurnal ComunitA Servizio Jurnal Rekayasa Teknik Sipil dan Lingkungan Asian Journal of Community Services (AJCS) Journal of Infrastructure Planning and Engineering Jurnal Abdimas Maduma
Sudarno P Tampubolon
Teknik Sipil, Universitas Kristen Indonesia (UKI), Jakarta
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Analisis perilaku kinerja struktur bangunan pada variasi tipe podium zona gempa 5 menggunakan metode respon spektrum Paskalis Halawa; Sudarno P Tampubolon; Lolom Evalita Hutabarat
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 152-165
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.1.11440.152-165

Abstract

Buildings or structures in Indonesia are highly vulnerable to earthquakes, especially in seismic zone 5. Podium-type buildings consist of two main parts: the podium and the tower. This type of building is used due to its advantages of better stability, resulting from a wider base, efficient land use, and good seismic performance. Therefore, this study aims to analyze the structural behavior of three types of buildings: non-podium structures, centrically supported podium towers, and eccentrically supported podium towers. The analysis is conducted using the response spectrum analysis method to examine various structural behaviors, including comparisons of base shear forces, inter-story drift, and the P-Delta effect. The analysis results show that the base shear force of the non-podium structure is 18,463.26 kN, which is higher than that of the centrically supported podium tower at 10,661 kN and the eccentrically supported podium tower at 10,661 kN. In terms of inter-story drift in the x-direction, the eccentrically supported podium tower (model 3) has a displacement of 64.405 mm, exceeding the permissible limit of 61.538 mm. Meanwhile, the non-podium structure (model 1) has a displacement of 60.658 mm, and the centrically supported podium tower (model 2) has 56.408 mm, both meeting the permissible drift limits. For the maximum P-Delta values, Model 1 is 0.0964, Model 2 is 0.05844, and Model 3 is 0.0722, all of which comply with the P-Delta effect limits. The findings of this study are expected to provide a deeper understanding of the differences in structural performance between non-podium structures, centrically supported podium towers, and eccentrically supported podium towers, which can be used as a reference for designers in selecting a structurally safe system by increasing stability against lateral loads.
Co-Authors Antonius, Dikky Candra Christianti Purnomo Chatarina Finella Dady Supriadi Dang Thanh Trung David , Charly Deviana Pratiwi Munthe Dianty, Grace Putri Doroti, Doroti Elferida Sormin Fau , Martinus Nifotuho Formas Juitan Lase Fuk Jin Oei Fuk Jin Oei Grace Putri Dianty Gracela P. Tarapandjang Haposan Sahala Raja Sinaga Hutabarat, Lolom Hutagalung, Charly David I Gede Dhana Putra Sanjaya I Nengah Sinarta I Putu Ellsa Sarassantika I Wayan Gede Suarjana I Wayan Maesa Andreasnata I. P. Ellsa Sarassantika Ida Bagus Gede Parama Putra Indry, Jessica Miracella Irene Vista Simanjuntak Iwan B. Santoso John fernando silalahi Kafolapada, Yohan K. Kristofel, Andreas Samuel Lolom Evalita Hutabarat Louisa , Agnes Michel Tambunan Mulyani, Agnes Sri Naibaho, Lamhot Nataldo , Benny Tri Nelius Harefa Ni Komang Armaeni Pane , Medyawanti Pane, Medyawanti Paskalis Halawa Pinondang Simanjuntak Pinondang Simanjuntak Priska Marlen Duakaju Purnomo, Candra Christianti Risma M Simanjuntak Roro Sulaksitaningrum Sally Septania Napitupulu Sally Septania Napitupulu Sari , Desma Setiyadi Setiyadi Setiyadi, Setiyadi Setyadi Setyadi Setyadi Simanjuntak P Simanjuntak, Irene Vista Simanjuntak, Risma M SOPHIAN TALENTA MENDROFA Srimulyani, Agnes Steffy Catharina Rebeccha Simbolon Sudarwani , Margareta Maria Tomaluweng, Zefanya Ulinata Ulinata Ulinata Yonathan, Yonathan Zebua, Prestasi Aswinda