Analisa Respon Dinamik Sambungan Balok-Kolom Kayu pada Rumah Adat Mentawai

Zega, Petrus Vincesius (2014) Analisa Respon Dinamik Sambungan Balok-Kolom Kayu pada Rumah Adat Mentawai. S1 thesis, Universitas Kristen Indonesia.

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Abstract

Sambungan pada balok-kolom merupakan komponen vital dalam suatu struktur bangunan karena bagian ini mempunyai peranan utama dalam menstransfer gaya dalam suatu elemen ke elemen lainnya pada suatu struktur, sehingga perlu dilakukan penelitian lebih lanjut tentang masalah ini. Untuk itu dalam penelitian ini dilakukan analisa respon dinamik sambungan balok kolom kayu pada Rumah Adat Tradisional Mentawai dimana posisi daerah mentawai ini terletak pada zona gempa yang berpotensi besar merusak bangunan. Analisa respon dinamik ini dilakukan dengan metode tinjauan literatur dan dilakukan dengan metode analisa modal respon spektrum. Dalam penelitian ini semua perhitungan akan menggunakan program ETABS (Extended Three Dimensional Analysis of Building Systems) Version 9.0. Dari hasil perhitungan tersebut dapat disimpulkan bahwa pemodelan sambungan balok-kolom kayu dengan menggunakan tipe pegas menunjukkan bahwa sambungan balok-kolom pada rumah adat mentawai adalah struktur yang elastis dan paling sesuai dibandingkan dengan pemodelan tipe lain, dimana periode getar T maksimum pada mode 1 nilainya mendekati batasan nilai waktu getar struktur sesuai SNI 03-1726-2002 yaitu T=0,1258 detik. Kata kunci : kayu, sambungan balok kolom, respon dinamik. / The beam - column connections are a vital component in building a structure for this section has a major role in the transfer the force in an element to another element in a structure, so we need more research on this issue. For that in this study the dynamic response analysis of wood beam-column connections in Mentawai Traditional House. Mentawai area where the position is located in the earthquake zone are potentially damaging buildings. The dynamic response analysis was conducted using a literature review and analysis was conducted using the response spectrum of capital. In this study all calculations will use the program ETABS (Extended Three Dimensional Analysis of Building Systems) Version 9.0. From the results of these calculations it can be concluded that the modeling of the beamcolumn connection by using a type of spring wood indicates that the beam-column connection at Mentawai Traditional House is the elastic structure and the most appropriate comparison to other types of modeling , where the maximum period of vibration T 1 values approaching mode limits the value of time vibrating structure in accordance with SNI 03-1726-2002 ie T = 0.1258 seconds. Keywords : wood, beam-column connection, dynamic response

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