ANALISIS PENGARUH P-DELTA EFFECT TERHADAP PERBEDAAN KETINGGIAN STRUKTUR GEDUNG TAHAN GEMPA (STUDI KASUS: NON-HIGHRISE BUILDING)

Authors

  • Heri Istiono institut teknologi adhitama Surabaya
  • Azhar Yusuf Ramadhan

DOI:

https://doi.org/10.21776/ub.rekayasasipil.2020.014.03.8

Keywords:

, Earthquake, Non-Linear Analysis, P-Delta Effect, Pushover Analysis

Abstract

The need for earthquake resistant buildings in Indonesia is something that needs to be considered. Considering that Indonesia is an earthquake prone area. A building structure must be designed to be able to withstand lateral loads such as earthquakes within the limits set by the code/standards. For conservative reasons analysis of the P-Delta Effect needs to be considered because the building development ratio will always increase every time. according to SNI 1726-2019 the P-Delta effect is only required for the design of tall buildings. In this case, the P-Delta effect will be calculated in the modeling of non-high-rise buildings and get the results that P-Delta Effect increased story forces: moment of the building under 10%.

References

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Published

2020-10-30

How to Cite

Istiono, H., & Ramadhan, A. Y. (2020). ANALISIS PENGARUH P-DELTA EFFECT TERHADAP PERBEDAAN KETINGGIAN STRUKTUR GEDUNG TAHAN GEMPA (STUDI KASUS: NON-HIGHRISE BUILDING). Rekayasa Sipil, 14(3), pp.218–226. https://doi.org/10.21776/ub.rekayasasipil.2020.014.03.8

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Articles