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Nur Khotimah Handayani
Universitas Muhammadiyah Surakarta
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation Other

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Journal : Journal Of Civil Engineering And Infrastructure Technology

 1 
EVALUASI KINERJA STRUKTUR GEDUNG RUMAH SAKIT 7 LANTAI 1 BASEMENT DI SEMARANG DENGAN ANALISIS DINAMIK LINEAR RESPONS RAGAM DAN RIWAYAT WAKTU MENGGUNAKAN ACUAN SNI 1726:2019 Handayani, Nur Khotimah; Abadi, Bestari Mukti; Pamungkas, Nova Dwi
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4347

Abstract

Structural planning in buildings must be carried out correctly to avoid structural failure. Hospital Building 7 Floor 1 Basement is a building which is a public health facility and is a building in Risk Category IV. This building was planned using the old earthquake regulations, namely SNI 1726:2012, so it needs to be evaluated using the latest earthquake regulation standards, namely SNI 1726:2019. This evaluation is carried out to ensure that the structure still meets the standards of the new regulations. The analysis procedure used is linear dynamic analysis of variance response and time history using 4 earthquake records, namely the Duzce, Iwate, Whittier and Chichi earthquakes. Structural analysis was calculated using ETABS V.21 software in a 3-dimensional model. The results of the analysis carried out are base shear and displacement values. Based on the research that has been carried out, it is concluded that the structure has torsional irregularities, internal corner irregularities, irregularities due to shifts perpendicular to the plane, heavy irregularities, and excessively weak story irregularities due to discontinuities in the lateral strength of the story. In addition, it was concluded that in the response analysis procedure the various deviation values did not meet the deviation between permit levels for structures with risk category IV starting on the 2rd floor. Meanwhile, the deviation values between levels produced in the time history dynamic analysis procedure met all floors. The difference in deviation results between the variance response and time history analysis procedures is due to the time history analysis using deviation values based on the combined displacement response which takes into account unexpected torque.
Co-Authors Abadi, Bestari Mukti Abdul Rochman Achmad Taufiq Sulistyo Alfia Magfirona Anto Budi Listyawan Asterianto Lapaega Asterianto Lapaega Aulia Ayu Maharani Budi Darmawan Budi Setiawan Dandi Muhamat Sidik Fajar Listyo Adi Nugroho Fajar Wahyu Ari Fitrianto Fauzan Noer Fitrianingrum, Wahyu Ria Iksanudin Muhamad Awang Caesario Musyaffa, Muhammad Rafid Nurul Hidayati Pamungkas, Nova Dwi Rafif Aryo Irianto Rahmawati, Febriria Rizal, Yolanda Fatkhur Sri Sunarjono Suhendro Tri Nugroho Talita Shoffatul Ummah Tegar Yustisi Wibowo Trisnawan, Nugroho Aldini Yenny Nurchasanah Yogi Setiawan