ANALISIS STRUKTUR GEDUNG SISTEM STRUKTUR BALOK-KOLOM BETON BERTULANG DENGAN ATAP MONO BEAM GLULAM
DOI:
https://doi.org/10.22441/jrs.2025.v14.i1.03Keywords:
Bangunan, statik ekivalen, beton bertulang, glulam, gempa.Abstract
Tujuan penelitian ini adalah mempelajari perilaku struktur gedung serbaguna dengan sistem struktur balok-kolom beton bertulang dengan atap mono beam menggunakan glulam. Penelitian ini dilakukan dengan pendekatan kuantitatif menggunakan metode analisis numerik berbasis perhitungan struktural. Analisis struktur menggunakan perangkat lunak analisis elemen hingga untuk mengevaluasi respons struktur terhadap beban gempa. Analisis dilakukan dengan metode statik ekivalen sesuai dengan SNI 1726:2019. Ruang lingkup penelitian yaitu struktur bangunan gedung terletak di Padalarang, Kabupaten Bandung Barat dengan parameter SDs sebesar 0,77 dan SD1 sebesar 0,77. Kesimpulan yang diperoleh dari hasil penelitian yaitu waktu getar ragam 3 (tiga) ragam pertama memenuhi ketentuan translasi pada kedua arah utama gedung dan rotasi. Deformasi dan drift yang terjadi memenuhi persyaratan batasan ijin sesuai SNI 1726:2019. Kolom dan balok beton bertulang mempunyai kapasitas yang dapat menahan beban terfaktor maksimum. Glulam bentang 35m direncanakan mempunyai kapasitas yang mencukupi menahan beban terfaktor maksimum yang terjadi sehingga teknologi berbasis kayu rekayasa dapat menjadi alternatif solusi struktur bentang panjang.
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References
Civiltech Software. (2021). AllPile Manual. USA: Civiltech Software.
Badan Standardisasi Nasional. (2013). SNI 7973:2013 Spesifikasi desain untuk konstruksi kayu. Jakarta: Badan Standardisasi Nasional.
Badan Standardisasi Nasional. (2019a). SNI 1726:2019 Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung. Jakarta: Badan Standardisasi Nasional.
Badan Standardisasi Nasional. (2019b). SNI 2847:2019 Persyaratan beton struktural untuk bangunan gedung dan penjelasan. Jakarta: Badan Standardisasi Nasional.
Badan Standardisasi Nasional. (2020). SNI 1727:2020 Beban minimum untuk perancangan bangunan gedung dan struktur lain. Jakarta: Badan Standardisasi Nasional.
Computer and Structures, Inc. (2024). ETABS Building analysis and design Technical Notes. USA: Computer and Structures, Inc.
Dewobroto, W. (2006). Evaluasi kinerja bangunan baja tahan gempa dengan SAP2000. Jurnal Teknik Sipil, 3(1), 7-24.
Dewobroto, W. (2007). Aplikasi rekayasa konstruksi dengan SAP2000 edisi baru. Jakarta: Penerbit Elex Media Komputindo.
Hadjib, N., Abdurachman, & Basri, E. (2015). Karakteristik fisis dan mekanis glulam jati, mangium, dan trembesi. Jurnal Penelitian Hasil Hutan, 33(2), 105-114.
Imran, I., & Hendrik, F. (2010). Perencanaan struktur gedung beton bertulang tahan gempa. Bandung: Penerbit ITB.
Laresi, Y., Ihsan, M., & Alisjahbana, S. (2020). Analisis pushover terhadap ketidakberaturan struktur gedung universitas 9 lantai. Jurnal Infrastruktur, 4(1), 53-63. DOI: 10.35814/infrastruktur.v4i1.720.
Mo, P.Q., Marshall, A.M., & Hai-Sui, Y. (2017). Interpretation of cone penetration test data in layered soils using cavity expansion analysis. Journal of Geotechnical and Geoenvironmental Engineering, 143(1), 04016084, DOI: 10.1061/(ASCE)GT.1943-5606.000157.
Nikson, A., Yusa, M., & Fatnanta, F. (2021). Pengaruh karakteristik rekaman gempa terhadap respon spektrum. Rekayasa Sipil, 10(1), 8-16, DOI: 10.22441/jrs.2021.v10.i1.02.
Pamungkas, A., & Harianti, E. (2013). Gedung beton bertulang tahan gempa dengan bantuan program ETABS v9.0.7. Surabaya: Penerbit ITS Press.
Pulngren, T., Chanto, K., & Pansuwan, W. (2020). Effect of lamina thickness on flexural performance and creep behavior of douglas fir glued laminated timber beam. Wood Research, 65(5), 715-726, DOI: 10.37763/wr.1336-4561/65.5.715726.
Pusgen. (2021). Design of Indonesian Spectra. Ditjen Cipta Karya. Indonesia: Ministry of Public Work and Human Settlement.
Sudarman, Manalip, H., Windah, R.S., & Dapas, S.O. (2014). Analisis pushover pada struktur gedung bertingkat tipe podium. Jurnal Sipil Statik, 2(4), 201–213.
Swedish Wood. (2024a). The Glulam Handbook Volume 1. Sweden: Swedish Wood.
Swedish Wood. (2024b). The Glulam Handbook Volume 2. Sweden: Swedish Wood.
Tasya, A.F., & Putranto, A.D. (2016). Konsep green Bbuilding pada bangunan kantor (studi kasus: spazio, surabaya). Jurnal Mahasiswa Jurusan Arsitektur Universitas Brawijaya, 5(4), 1-8.
The Engineered Wood Association. (2020). ANSI 117 Standard specification for structural glued laminated timber of softwood species. USA: The Engineered Wood Association.
Wang, T., Wang, Y., Ringaby, J., Crocetti, R., Walinder, M., & Blomqvist, L. (2024). Glulam beams adhesively bonded by birch plywood plates in moment-resisting beam-to-beam connections. Engineering Structures, 203, 117471, DOI: 10.1016/j.engstruct.2024.117471.
Wibowo A, Adi H.P., & Podjiastoeti, H. (2022). Evaluasi penerapan building information modeling (BIM) pada proyek Ggedung workshop politeknik pekerjaan umum di semarang. Syntax Literate: Jurnal Ilmiah Indonesia, 7(5): 5416-5430, DOI: 10.36418/syntax-literate.v7i5.7023.
Woodlam Indonesia. (2020). WI Big beam. Indonesia: Woodlam Indonesia.
Yuan, Z., Fang, L., Shuaifeng, Y., & Sui, Y. (2020). Optimization Analysis of a Long-span Glulam Beam String Structure. Journal of Physics Conference Series, 1578(1), 012239. DOI: 10.1088/1742-6596/1578/1/012239.
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