Open AccessAnalisis Statik Beban Gempa Pada Perencanaan Struktur Gedung Rektorat UNHASY Tebuireng Jombang
Author(s) -
Titin Sundari,
Abdiyah Amudi,
Totok Yulianto,
Rahma Ramadhani
Publication year - 2020
Publication title -
rekayasa sipil
Language(s) - English
Resource type - Journals
eISSN - 2502-6348
pISSN - 1978-5658
DOI - 10.21776/ub.rekayasasipil.2020.014.03.7
Subject(s) - structural engineering , displacement (psychology) , vibration , base (topology) , physics , response analysis , shear (geology) , engineering , geology , mathematics , acoustics , mathematical analysis , psychology , psychotherapist , petrology
Static analysis is a simplification of dynamic analysis. Earthquake vibrations cause lateral forces at the base of the structure, and will be distributed on each floor of the building as lateral level forces. This analysis is suitable for regular building shapes. In accordance with SNI 1726: 2012, the value of the base shear force V is 103,039 kg for the X and Y directions. The displacement value is 54 mm and drift ratio ∆ < ∆a (allowable)