ANALISIS HUBUNGAN BALOK KOLOM BETON BERTULANG PROYEK PEMBANGUNAN GEDUNG DPRD-BALAI KOTA DKI JAKARTA

In terms of structural design of reinforced concrete buildings for earthquake-resistant, the beam-column 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.