STUDI KASUS PERENCANAAN KOMBINASI SISTEM PRACETAK DENGAN ISOLASI DASAR PADA APARTEMEN PANCORAN RIVERSIDE II

  • Martinus Nifotuho Fau Universitas Kristen Indonesia (UKI)
  • Hari Nugraha Nurjaman Universitas Persada Indonesia YAI, Jakarta
Keywords: precast, base isolation, seismic design

Abstract

The development and application of high-performance precast systems with prescriptive planning concepts and regimes, it is fully produced locally in Indonesia. However, precast systems that use base isolation, especially in high-rise buildings, need a deeper study to determine the overall behavior and performance of the building. The purpose of this study is to plan a structure that uses a combination of precast and base isolation systems with a case study of a high-rise building, namely the Pancoran Riverside II Apartment, which is located in Jakarta and consists of a tower area of 32 floors and a podium area of 6 floors. The use of base isolation can also shift the period of the structure to be larger, so that a smaller base shear can be obtained, but because the tower area of this building is quite high (121.6 m), the period of the structure is large enough so that the effect of shifting the period of the structure is not very effective in the area. tower, while the podium area (19.2 m) can still take advantage of this decrease in base shear.

References

ASCE (American Society of Civil Engineers) ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures (Virginia, USA, 2010), pp 374,66,97.

ACI (American Concrete Institute), ACI 318-14 Building Code Requirements for Structural Concrete and Commentary (Farmington Hills, MI, 2008), pp 323-324,347-349.

ACI (American Concrete Institute), ACI 374.1-05 Acceptance criteria for moment frames based on structural testing and commentary (Farmington Hills, MI, 2005, reapproved 2014), pp 8-9.

ACI (American Concrete Institute), ACI 550.3-13 Design Specification for Unbonded Post- Tensioned Precast Concrete Special Moment Frame Satisfying ACI 374.1 and Commentary (Farmington Hills, MI, USA, 2013), pp 11,19,20.

I Putu Ellsa Sarassantika, Gede Parama Putra, I. B., Tampubolon, S. P., & Putra Sanjaya, I. G. D. (2023). ANALISA PERFORMA SEISMIC MERU (STRUKTUR BERTINGKAT PAGODA KHAS BALI): PRELIMINARY STUDY. Jurnal Rekayasa Teknik Sipil Dan Lingkungan - CENTECH, 4(1), 25-35.

Nurjaman, H., Suwito, S., Dinariana, D., Suprapto, G., Budiono, B., & Fau, M. (2022). Development of numerical model of a high performance precast concrete system equipped with base isolation.

Nurjaman, H. N., Suwito, S., Marbun, C. R., Irawanto, I., & Fau, M. N. (2020, May). Structural assessment of rental housing flat Lere in Palu affected by Palu earthquake on September 28, 2018. In AIP Conference Proceedings (Vol. 2227, No. 1). AIP Publishing.

Simbolon, S. C. R., Tampubolon, S. P., & Mulyani, A. S. (2023). PERFORMANCE ANALYSIS OF HORIZONTAL IRREGULAR BUILDINGS BASED ON RESPONS SPECTRUM AND TIME HISTORY METHODE. Jurnal Pensil: Pendidikan Teknik Sipil, 12(3), 363 - 374.

SNI (Standar Nasional Indonesia), SNI 1726:2019 Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung (BSN, Jakarta, Indonesia,2019).

SNI (Standar Nasional Indonesia), SNI 2847:2019 Persyaratan Beton Struktural Untuk Bangunan Gedung (BSN, Jakarta, Indonesia, 2019).

SNI (Standar Nasional Indonesia), SNI 7834 Metode Uji dan Kriteria Penerimaan Sistem Struktur Rangka Pemikul Momen Beton Bertulang Pracetak untuk Bangunan Gedung (BSN, Jakarta, Indonesia, 2012).

Published
2023-10-31
How to Cite
Fau, M. N., & Nurjaman, H. N. (2023). STUDI KASUS PERENCANAAN KOMBINASI SISTEM PRACETAK DENGAN ISOLASI DASAR PADA APARTEMEN PANCORAN RIVERSIDE II. Jurnal Rekayasa Teknik Sipil Dan Lingkungan - CENTECH, 4(2), 127-136. https://doi.org/10.33541/cen.v4i2.5235