Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
DOI:
https://doi.org/10.21512/comtech.v3i1.2471Keywords:
beam-column joint, dissipate, inelasticAbstract
In 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.Plum Analytics
References
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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