Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
Keywords:beam-column joint, dissipate, inelastic
AbstractIn terms of structural design of reinforced concrete buildings for earthquake-resistant, the beamcolumn joint is a critical area that needs to be accurately designed properly so that the area is able to dissipate energy in the event of an earthquake. The ability of beam-column joint to deform in the inelastic region provides a structure that has a good ductility, so as to minimize the damage caused by earthquake shaking. This study aims to analyze the design of beam-column connection at the Parliament Building-City Hall of Jakarta. The analysis performed refers to the ”Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung”, SNI 03-2847-2002. The analysis results shows that the terms of detailing in the field implementation have not been fulfilled properly.
Badan Standarisasi Nasional. (2002). Tata Cara Perhitungan Struktur Beton, SNI 03-28467-2002. Bandung: Departemen Permukiman dan Prasarana Wilayah.
Hassoun, M.N., Manaseer A.A. (2005). Structure Concrete Theory and Design. Canada: John Wiley & Sons.
Nawy, E. G. (2005). Reinforced Concrete a Fundamental Approach. New Jersey: Pearson Education.
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