Authors:

Ni Putu Silvi, I Gusti Ngurah Eka Partama, Ni Kadek Astariani, I Gusti Made Sudika

Abstract:

“Bricks are generally used as infilled walls or as room dividers in reinforced concrete structural frames. In structural modeling, brick walls are generally modeled as a load. But in reality, infilled walls contribute significantly to the framework of reinforced concrete structures. For this reason, it is necessary to include a wall model in the modeling. In this analysis, 3 models have been made, namely Model M1 is a model without infilling walls (open frame), model M2 is Fully Infilled Wall Frame and model M3 is Fully Infilled Wall Frame with door openings 24.8% and windows 41.6%. The purpose of this study was to determine the performance of reinforced concrete structures with and without the influence of door and window holes in the walls due to lateral loads. The analytical method used is Pushover nonlinear static method. The results showed that the open frame model with the IO (Immediate Occupancy) performance level has the ability to accept smaller lateral loads of 32.77% and 31.31% respectively against the Fully Infilled Wall Frame model and the Fully Infilled Wall Frame model with openings doors 24.8% and windows 41.6% with LS (Life Safety) performance levels due to earthquake loads in the X and Y directions.”

Keywords

Keyword Not Available

Downloads:

Download data is not yet available.

References

  • American Society of Civil Engineers. 2000. Prestandard and Commentary for The Seismic Rehabilitation of Buildings (FEMA 356). Washington D.C.: FEMA.
  • Agarwal, P dan Shrikhande, M. 2006. Earthquake Resistant Design of Structures. New Delhi, India: Prentice Hall.
  • Buonopane, S.,dan White, R. 1999. Pseudodynamic Testing of Masonry Infilled Reinforced Concrete Frame. Journal of Structural Engineering, 125(6), 578-589.doi:10.1061/(ASCE)0733-9445(1999)125:6(578).
  • Badan Standardisasi Nasional. 2019. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung (SNI 1726:2019). Jakarta: BSN.
  • Badan Standarisasi Nasional. 2020. Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur lain (SNI 1727:2020). Jakarta: Badan Standarisasi Nasional.
  • Budiwati, M. dan Sukrawa, M. 2017. Kinerja Struktur Rangka Beton Bertulang dengan Penambahan Dinding Pengisi Berlubang sebagai Perkuatan Seismik. Jurnal Teknik Sipil Udayana.
  • Dewobroto, W. 2005 Analisa Inelastis Portal - Dinding Pengisi dengan “Equivalent Diagonal Strut”. Jurnal Teknik Sipil ITB
  • Kermani, et.al. 2008. The Behaviour of RC Frames With Masorny Infill in Wenchum Earthquake. Dept of Civil and Environmental Engineering, The University of Melbourne, VIC 3010, Australia
  • Kakaletsis and Karayannis. 2009. Experimental Investigation of Infilled Reinforced Concrete Frames White Openings. ACI Structural Journal. Title no. 106-S14, April 2009.
  • Rizki, E. dan Citra, U. 2019. Evaluasi Kinerja Dinding Pengisi Bata Merah dengan Openings pada Struktur Beton Bertulang Akibat Beban Gempa Kuat. Jurnal Teknik Sipil Universitas Muhammadiyah Sumatera utara.
  • Widiarsa, Sukrawa, Sudarsana, Dewi. 2023. Perbandingan Perilaku Struktur Dinding Terkekang dan Rangka Dinding Pengisi pada Bangunan 4 Lantai. Jurnal Ilmiah Teknik Sipil: Scientific Journal Of Civil Engineering · Vol. 27 No. 1 Maret 2023

PDF:

https://jurnal.harianregional.com/jits/full-104777

Published

2023-11-06

How To Cite

SILVI, Ni Putu et al. Performance of Reinforced Concrete Structures With The Effect Of Door And Window Holes Nonlinear Static Pushover Method.Jurnal Ilmiah Teknik Sipil, [S.l.], v. 27, n. 2, p. 161-170, nov. 2023. ISSN 2541-5484. Available at: https://jurnal.harianregional.com/jits/id-104777. Date accessed: 08 Jul. 2024. doi:https://doi.org/10.24843/JITS.2023.v27.i02.p03.

Citation Format

ABNT, APA, BibTeX, CBE, EndNote - EndNote format (Macintosh & Windows), MLA, ProCite - RIS format (Macintosh & Windows), RefWorks, Reference Manager - RIS format (Windows only), Turabian

Issue

Vol 27 No 2 (2023): Jurnal Ilmiah Teknik Sipil, Vol. 27 No. 2, September 2023

Section

Articles

Creative Commons License This work is licensed under a Creative Commons Attribution 4.0 International License