2014 : \"Perilaku Geser Hubungan Kolom-Balok Beton Pada Struktur Rangka Gedung Daktil Sebagai Lingkungan Permukiman yang Handal dan Aman\n\"\n
Prof.Dr.Ir. I Gusti Putu Raka
Prof. Tavio S.T. M.T. Ph.D.
The frequency of large earthquakes often occur lately in Indonesia, causing trauma to the Indonesian people, \nespecially on areas that makes a powerful earthquake zone. \nFrame Structure-rise buildings, especially in high-rise buildings should behave daktil, especially when the \nstructure of the building was hit by a large earthquake lateral. Elements of Structure Beam-Column Joint \npart sruktur order to be sturdy and daktil, in order to keep building behaves during an earthquake elatis \nmedium and strong. So we have been doing research on the behavior of both monoliths Joint daktil using \nPrestressed Concrete Beams element Partial-reinforced concrete columns, with Cyclic lateral load. Results \nof the study: Load versus Load Initial Yield (SNI 03-1726-2002) on the story drift of 3.50% = 1.23> 1.20 \n 3 (three) Structure stability criteria: (1) in accordance with ACI-374.1-05 at 3.50% drift ratio: Press = \n74.22%<75.0%, Pull =87.0% >75.0%;(2) Energy D