Analisis Pengaruh Lokasi Dinding Geser Terhadap Pergeseran Lateral Bangunan Bertingkat Beton Bertulang 5 Lantai

  • Universitas Widya Kartika
  • Universitas Narotama
Abstract views: 448 , PDF downloads: 203
Keywords: Reinforced Concrete, Seismic, Shear Wall, Dual-System, Displacements

Abstract

Indonesia is one of the countries in the earthquake region. Therefore, it is necessary to build earthquake-resistant buildings to reduce the risk of material and life losses. Reinforced Concrete (RC) shear walls is one of effective structure element to resist earthquake forces. Applying RC shear wall can effectively reduce the displacement and story-drift of the structure. This research aims to study the effect of shear wall location in symmetric medium-rise building due to seismic loading. The symmetric medium rise-building is analyzed for earthquake force by considering two types of structural system. i.e. Frame system and Dual system. First model is open frame structural system and other three models are dual type structural system. The frame with shear walls at core and centrally placed at exterior frames showed significant reduction more than 80% lateral displacement at the top of structure.

Author Biography

, Universitas Narotama
Master of Civil Engineering

References

Amri, M. R., Yulianti, G., Yunus, R., Wiguna, S., W. Adi, A., Ichwana, A. N., & Randongkir, Roling Evans Septian, R. T. (2016). RBI (Risiko Bencana Indonesia). In BNPB Direktorat Pengurangan Risiko Bencana. BNPB.

Cheng, M. Y., Chou, Y., & Wibowo, L. S. B. (2020). Cyclic Response of Reinforced Concrete Squat Walls to Boundary Element Arrangement. ACI Structural Journal, 117(4), 15–24. https://doi.org/10.14359/51725754

Moehle, J. P., Hooper, J. D., Fields, D. C., & Gedhada, R. (2012). Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams A Guide for Practicing Engineers. In NEHRP Seismic Design Technical Brief No. 6 (Issue 6).

Nawy, E. G. (n.d.). Reinforced Concrete (A Fundamental Approach) 6th ed. Pearson Education, Inc.

PPMB-ITB, & PUSKIM. (2011). Desain Spektra Indonesia. http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/

SNI 1726. (2019). Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Nongedung. In Badan Standarisasi Nasional.

SNI 1727. (2020). Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain. In Badan Standardisasi Nasional.

SNI 2847. (2019). Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan. In Badan Standarisasi Nasional.

Zebua, D., Wibowo, L. S. B., Cahyono, M. S. D., & Ray, N. (2020). Evaluasi Simpangan Pada Bangunan Bertingkat Beton Bertulang berdasarkan Analisis Pushover dengan Metode ATC-40. Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 3(2), 53–57. https://doi.org/10.25139/jprs.v3i2.2475
Published
2021-03-30
How to Cite
, & . (2021). Analisis Pengaruh Lokasi Dinding Geser Terhadap Pergeseran Lateral Bangunan Bertingkat Beton Bertulang 5 Lantai. Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 4(1), 16-20. https://doi.org/10.25139/jprs.v4i1.3490
Section
Articles