Islam, Ahmad Saiful (2024) Modifikasi Perencanaan Struktur Gedung Apartemen Kingland Avenue di Yogyakarta dengan Sistem Steel Plate Shear Wall (SPSW). Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Penelitian ini mengkaji modifikasi struktur Gedung Apartemen Kingland Avenue Tower Venetian menjadi struktur komposit baja beton sebanyak 35 lantai, dengan penerapan sistem struktur Dinding Geser Pelat Baja (Steel Plate Shear Wall - SPSW) di kota Yogyakarta. Perencanaan struktur bangunan apartemen di Yogyakarta menjadi aspek krusial dalam memastikan keselamatan dan stabilitas gedung, mengingat tingkat aktivitas gempa yang tinggi di wilayah tersebut. Penambahan struktur baja pada Gedung Apartemen Kingland Avenue Tower Venetian diharapkan dapat meningkatkan kemampuan gedung dalam menahan beban lateral akibat gempa, sehingga mengurangi risiko kerusakan dan keamanan bangunan. Metode penelitian melibatkan survei lapangan untuk mengumpulkan data aktual dari Gedung Apartemen Kingland Avenue Tower Venetian, yang memiliki struktur beton bertulang dengan total 32 lantai. Analisis struktural dilakukan menggunakan perangkat lunak SAP2000 untuk menilai kinerja struktur baru dengan sistem SPSW. Perhitungan desain mengacu pada peraturan SNI terkait untuk memastikan kekuatan, kekakuan, dan daktilitas struktur yang diinginkan. Penelitian ini diharapkan dapat memberikan sumbangan signifikan dalam perencanaan struktur yang adaptif terhadap risiko gempa di wilayah Yogyakarta yang rawan gempa. Hasil penelitian ini diharapkan dapat menjadi acuan dalam perencanaan struktur baja untuk bangunan serupa di wilayah dengan karakteristik gempa serupa. Penelitian ini mengacu pada peraturan SNI 1729-2020, SNI 1726-2019, dan SNI 1727-2020 yang mengatur tentang Spesifikasi untuk Bangunan Gedung Baja Struktural, Tata Cara Perencanaan Ketahanan Gempa, serta Beban Desain Minimum dan Kriteria Terkait untuk Bangunan Gedung dan Struktur lainnya. Perhitungan analisis menghasilkan hasil sebagai berikut: tebal pelat lantai atap dan non-atap sebesar 110 mm, balok utama menggunakan WF 600×200×11×13, dan dimensi kolom terbesar adalah CFT 800×800×42. Perencanaan struktur bawah menggunakan tiang pancang dengan diameter 800 mm dan kedalaman 31,5 m. Dimensi pile cap terbesar adalah 10,6×3,4 m, dimensi kolom pedestal adalah 1200×1200 mm dengan diameter 29 mm, dan sloof berukuran 350×500 mm.
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This research examines the modification of the structural planning of Kingland Avenue Tower Venetian Apartment Building into a composite steel-concrete structure consisting of 30 floors, employing the Steel Plate Shear Wall (SPSW) structural system in the city of Yogyakarta. The structural planning of apartment buildings in Yogyakarta is a crucial aspect in ensuring the safety and stability of the building, given the high seismic activity in the region. The addition of steel structure to the Kingland Avenue Tower Venetian Apartment Building is expected to enhance the building's ability to withstand lateral loads caused by earthquakes, thereby reducing the risk of damage and ensuring building safety. The research methodology involves field surveys to gather current data from the Kingland Avenue Tower Venetian Apartment Building, which has a reinforced concrete structure with a total of 32 floors. Structural analysis is carried out using SAP2000 software to assess the performance of the new structure with the SPSW system. Design calculations adhere to relevant Indonesian National Standards (SNI) to ensure the desired strength, stiffness, and ductility of the structure. This study is expected to make a significant contribution to the development of adaptive structural planning in response to seismic risks in the earthquake-prone Yogyakarta region. The outcomes of this research are anticipated to serve as a reference for steel structure planning for similar buildings in areas with similar seismic characteristics. The study refers to SNI 1729-2020, SNI 1726-2019, and SNI 1727-2020 regulations governing Specifications for Structural Steel Building, Earthquake Resistance Planning Procedures, as well as Minimum Design Loads and Related Criteria for Buildings and Other Structures. The analysis calculations yield the following results: the thickness of the roof and non-roof floor slabs is 110 mm, the main beams use WF 600×200×11×13, and the largest column dimension is CFT 800×800×42. The design for the substructure uses pile foundations with a diameter of 800 mm and a depth of 31.5 m. The largest pile cap dimension is 10.6×3.4 m, the pedestal column dimensions are 1200×1200 mm with a diameter of 29 mm, and the lintel is 350×500 mm.
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | steel plate shear wall, gempa, rangka baja, modifikasi, earthquake, steel structure, modification |
Subjects: | T Technology > TH Building construction T Technology > TH Building construction > TH1095 Earthquakes and building T Technology > TH Building construction > TH2247 Shear walls--Materials |
Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis |
Depositing User: | Ahmad Saiful Islam |
Date Deposited: | 04 Aug 2024 03:00 |
Last Modified: | 04 Aug 2024 03:00 |
URI: | http://repository.its.ac.id/id/eprint/112934 |
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