Karya
Judul/Title Numerical Modelling of Interior RC Beam-Column Joints for Non-Engineered Buildings Strengthened Using Steel Plates
Penulis/Author YULITA RAHMI (1); Ir. Ashar Saputra, S.T., M.T., Ph.D.,IPM.,ASEAN.Eng. (2); Ir. Suprapto, Ph.D., IPM. (3)
Tanggal/Date 2017
Kata Kunci/Keyword
Abstrak/Abstract Data examination regarding historical earthquakes in Indonesia has revealed that damages occurred mostly in non-engineered buildings. Many non-engineered buildings have serious design and construction deficiencies in using concrete of inadequate quality and have poor steel reinforcement detailing especially in their beam-column joints. These join require an effective strengthening technique which isimple to install. his paper presents steel plates to reinforce concrete beam-column joints through numerical studies. The finite element model was developed using ABAQUS. The FEM results were validated by comparisons with previous experimental tests. Forthis purpose, two RC beam-column joints were analyzed, including original standard beam columns and non-standard steel detailing streng thened with steel plates. The comparison of the results fromnumerical model indicated that steel plates could increase lateral strength, ductility, energy dissipation and increase the shear streng th of the joints.
Rumpun Ilmu Teknik Sipil
Bahasa Asli/Original Language English
Level Nasional
Status
Dokumen Karya
No Judul Tipe Dokumen Aksi
1matecconf_eacef2017_02007(1).pdf
2Numerical Modelling of Interior RC Beam-Column Joint for Non-Engineered Buildings Strengthened Using Steel Plates.pdf[PAK] Full Dokumen
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