Open AccessCOMPARISON OF MRF AND CBF STRUCTURAL RESPONSE TO EARTQUAKE IN OFFICE BUILDING SURABAYA
Author(s) -
Adi Nugroho Santoso,
Sumaidi
Publication year - 2022
Publication title -
jurnal teknik sipil/jurnal teknik sipil
Language(s) - English
Resource type - Journals
eISSN - 2549-7219
pISSN - 1411-9331
DOI - 10.28932/jts.v18i1.3623
Subject(s) - structural engineering , ductility (earth science) , bending moment , column (typography) , beam (structure) , connection (principal bundle) , displacement (psychology) , frame (networking) , moment (physics) , structural system , bending , computer science , engineering , materials science , composite material , physics , psychology , telecommunications , creep , classical mechanics , psychotherapist
Indonesia is a country that prone earthquakes. Therefore, knowledge of earthquake-resistant building construction is needed in reducing the risk of damage caused by earthquakes. There are several methods of earthquake-resistant construction planning, one of which is the pushover analysis method. Pushover is a nonlinear static analysis method in which the structure is subjected to gravity loading and displacement-controlled lateral loads which continue to increase through elastic and inelastic behavior until the final condition. One of the popular construction materials in structural planning is steel construction, which has a uniform structure, lightweight, strong, and easy to work with. In modeling earthquake-resistant structures, several popular models are the MRF and CBF models. MRF is a structural configuration model configured on beams that are firmly connected to columns. Based on a rigid beam-column connection, the moment frame cannot be moved laterally without bending the beam or column depending on the connection geometry. Results The case study on the comparison of the two structural models concluded that in the design of earthquake-resistant steel structures using the pushover method, it was found that the MRF structure had higher ductility than the CBF, namely 2.1:1.6.