Studi Literatur Persamaan Panjang Sendi Plastis Pada Kolom Beton Struktural

Hence Michael Wuaten

Abstract


Gempa bumi dapat menyebabkan kerusakan pada bangunan dan metode retrofit
merupakan salah satu cara untuk mengembalikan kekuatan struktur yang rusak
akibat gempa seperti semula. Pada struktur beton bertulang terdapat daerah sendi
plastis yang diperbolehkan terjadinya deformasi plastis dan kerusakan akibat
gempa, sehingga pada daerah ini harus didesain dengan benar untuk mencegah
kegagalan struktur akibat gempa. Salah satu parameter yang menarik untuk
dibahas adalah panjang sendi plastis yang terjadi pada kolom, dimana hingga saat
ini belum ada persamaan yang berlaku seragam dan dirumuskan dalam banyak
variasi, sehingga menarik untuk dilakukan studi literatur terhadap hal tersebut,
sekaligus mencari kemungkinan dan peluang penelitian di masa depan pada topik
ini dengan menggunakan variasi material lainnya


Keywords


Retrofit; Panjang sendi plastis

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DOI: https://doi.org/10.31293/teknikd.v9i3.6259

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