Abstract
Influence of Connection Placement to the Behavior of Precast Concrete Exterior Beam-Column Joint. This paper presents an experimental study on the influence of connection placement to the behaviour of exterior beamcolumn joint of precast concrete structure under semi cyclic loading. Four half-scale beam-column specimens were investigated. Three beam-columns were jointed through connection that are placed in beam-column joint region and the forth is connected at the plastic hinge potensial region of the beam. Crack patterns, strength, stiffness and ductility of the test specimens have been evaluated. The test result indicated that all beam-column specimens show good ductility behavior.
Bahasa Abstract
Artikel ini menyajikan hasil dari studi eksperimental pengaruh penempatan penyambungan terhadap perilaku rangkaian balok-kolom struktur portal beton pracetak yang dikenai pembebanan semi siklik. Empat benda uji dengan skala 1:2 telah dikaji. Tiga benda uji, penempatan penyambungannya berada pada daerah pertemuan balok-kolom dan satu benda uji penempatan penyambungan berada di daerah potensi sendi plastis balok. Pola retak, kekuatan, kekakuan dan daktilitas dari keempat benda uji dibandingkan. Dari hasil pengujian secara umum dapat disimpulkan bahwa keempat tipe penempatan penyambungan dapat memberikan kebutuhan daktilitas yang cukup baik.
References
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Departemen Pekerjaan Umum RI, Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung, Yayasan Lembaga Penyelidikan Masalah Bangunan, 1991.
I. Imran, Hanafiah, Kamaludin, S. Amri, Proceeding HAKI, 1998, M-1.
P. Heru, E. Tjahjono, A.W. Henki, Studi Modelisasi Perilaku Sambungan Balok – Kolom Beton Bertulang, Laporan
Recommended Citation
Tjahjono, Elly and Purnomo, Heru
(2004)
"Influence of Connection Placement to the Behavior of Precast Concrete Exterior Beam-Column Joint,"
Makara Journal of Technology: Vol. 8:
Iss.
3, Article 4.
DOI: 10.7454/mst.v8i3.266
Available at:
https://scholarhub.ui.ac.id/mjt/vol8/iss3/4
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