ANALISIS STATIK BEBAN GEMPA PADA PERENCANAAN STRUKTUR GEDUNG REKTORAT UNHASY TEBUIRENG JOMBANG

Titin Sundari; Abdiyah Amudi; Totok Yulianto; Rahma Ramadhani

doi:10.21776/ub.rekayasasipil.2020.014.03.7

ANALISIS STATIK BEBAN GEMPA PADA PERENCANAAN STRUKTUR GEDUNG REKTORAT UNHASY TEBUIRENG JOMBANG

Authors

Titin Sundari Universitas Hasyim Asy'ari Tebuireng Jombang
Abdiyah Amudi
Totok Yulianto
Rahma Ramadhani

DOI:

https://doi.org/10.21776/ub.rekayasasipil.2020.014.03.7

Keywords:

Analysis, base, displacement, drift, static, SNI 1726, 2012

Abstract

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 âˆ† < âˆ†a (allowable)

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Published

2020-10-30

How to Cite

Sundari, T., Amudi, A., Yulianto, T., & Ramadhani, R. (2020). ANALISIS STATIK BEBAN GEMPA PADA PERENCANAAN STRUKTUR GEDUNG REKTORAT UNHASY TEBUIRENG JOMBANG. Rekayasa Sipil, 14(3), pp.211–217. https://doi.org/10.21776/ub.rekayasasipil.2020.014.03.7