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 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...

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Main Author: Agus Setiawan
Format: Article
Language:English
Published: Bina Nusantara University 2012-06-01
Series:ComTech
Subjects:
Online Access:https://journal.binus.ac.id/index.php/comtech/article/view/2471
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author Agus Setiawan
author_facet Agus Setiawan
author_sort Agus Setiawan
collection DOAJ
description 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.
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spelling doaj.art-433720a3f04d4376b7c8b6eba91852d22023-09-02T12:23:23ZengBina Nusantara UniversityComTech2087-12442476-907X2012-06-013171171710.21512/comtech.v3i1.24711882Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI JakartaAgus Setiawan0Bina Nusantara UniversityIn 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.https://journal.binus.ac.id/index.php/comtech/article/view/2471beam-column joint, dissipate, inelastic
spellingShingle Agus Setiawan
Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
ComTech
beam-column joint, dissipate, inelastic
title Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
title_full Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
title_fullStr Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
title_full_unstemmed Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
title_short Analisis Hubungan Balok Kolom Beton Bertulang Proyek Pembangunan Gedung DPRD-Balai Kota DKI Jakarta
title_sort analisis hubungan balok kolom beton bertulang proyek pembangunan gedung dprd balai kota dki jakarta
topic beam-column joint, dissipate, inelastic
url https://journal.binus.ac.id/index.php/comtech/article/view/2471
work_keys_str_mv AT agussetiawan analisishubunganbalokkolombetonbertulangproyekpembangunangedungdprdbalaikotadkijakarta