Static and Dynamic Response of Curved Concrete Frame Structures (Case Study: Jakarta International Stadium)
DOI:
https://doi.org/10.22441/jrs.2024.v13.i1.03Keywords:
Static load, dynamic behaviour, vertical irregularity, and dilation.Abstract
An ideally designed building should be symmetrical to mitigate eccentricities between the center of mass and the center of stiffness during seismic events. However, suppose a special design is intended to enhance the aesthetics and visual appeal of a building. In that case, it should still be engineered to perform well in static and dynamic behaviours. Jakarta International Stadium is an example of a building with a circular shape, irregular vertical geometry, and lacks expansion joints. This research investigated the static and dynamic behaviours of four structural models: the entire building without expansion joints (model ND) and
the building with expansion joints (models D1, D2, and D3). The analysis included internal forces, mode shape analysis, structural displacements, inter-story drifts, and base shear forces. The analysis is conducted using the SAP2000 v22 software. The analysis results indicated that the models with expansion joints in Jakarta International Stadium generally exhibit several positive effects. These included reducing structural displacements, inter-story drifts, internal forces, and base shear forces. Furthermore, all modalities remain within the standard limits SNI 1726-2019 set.
Downloads
References
Ahmad, R. B. (2019). Mengenal Asal Usul Struktur Arch dan Apa Saja Kelebihannya
Retrieved April 18, 2022, from
Badan Standarisasi Nasional. 2019. SNI-1726-2019 Tata Cara Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Nongedung. Jakarta : BSN
Fajari, M. A., & Sumarsono, R. A. (2018). Review of Seismic Assessment for High Rise Building Isolated by Dilatation to Minimize
Fajarta, (2021). Stadion Internasional Jakarta
Retrieved April 15, 2022, from
https://www.jakarta.go.id/jakarta-international-stadium
Khoirunnissa, U., Djakfar, R., & Setiawan, Y. (2020) Analisis Dinamik Respon Struktur Gedung Beraturan Dan Ketidakberaturan Horizontal. Construction and Material Journal, 2(1), 59–68.
Muntafi, Y., & Putra, M. R. H. (2017). Analisis Gaya Dalam dan Simpanga Antar Lantai Gedung Asimetris Tahan Gempa Ddengan Variasi Dilatasi Studi Kasus: Bangunan Gedung Bookstore UII. Prosiding Seminar Nasional Teknik Sipil 2017, January 2020.
Naresh, M. V., & Chari, K. J. B. (2019). Study on static and dynamic analysis of multi-storied building in seismic zones. International Journal of Recent Technology and Engineering, 7(6C2), 154–159.
Nugroho, F. (2016). Building Performance Evaluation of A.N.S Hotel Building Plan with and Without Dilatation in Earthquake Prone Areas. 394–402. https://doi.org/10.21063/ictis.2016.106
Patidar, G., & Pandey, A. (2022). Dynamic Analysis of Multi-Storey Buildings of Different Shapes. International Journal for Research in Applied Science and Engineering Technology, 10(3), 239–241. https://doi.org/10.22214/ijraset.2022.405.
Prabowo, S.W., Purwanto, dan Ariadi, D. (2018). Evaluasi Pengaruh Kolom Dilatasi Terhadap Kinerja Struktur Pada Gedung Berbentuk Linear Menggunakan Metode SRPMM. Universitas 17 Agustus 1945 Samarinda, Samarinda.
Soratun B. M., (2021). Pengertian dan Sejarah Berdirinya Stadion
Retrieved April 25, 2022, from
https://infostadion.blogspot.com/2017/08/pengertian-dan-sejarah-berdirinya-stadion.html
Sudarsana, I. K., Budiwati, I. A., & Suryantari, N. W. N., (2014). Perilaku Dinamis Struktur Gedung Dengan Denah Lengkung. 18(2), 164–172.
Wulandari, T. (2021). Mengenal Jakarta International Stadium, Calon Tempat Konser
Retrieved April 20, 2022, from
Downloads
Additional Files
Published
How to Cite
Issue
Section
License
The copyright to this article is transferred to Universitas Mercu Buana (UMB) if and when the article is accepted for publication. The undersigned hereby transfers any and all rights in and to the paper including without limitation all copyrights to UMB. The undersigned hereby represents and warrants that the paper is original and that he/she is the author of the paper, except for material that is clearly identified as to its original source, with permission notices from the copyright owners where required. The undersigned represents that he/she has the power and authority to make and execute this assignment.
We declare that:
1. This paper has not been published in the same form elsewhere.
2. It will not be submitted anywhere else for publication prior to acceptance/rejection by this Journal.
3. A copyright permission is obtained for materials published elsewhere and which require this permission for reproduction.
Furthermore, I/We hereby transfer the unlimited rights of publication of the above mentioned paper in whole to UMB. The copyright transfer covers the exclusive right to reproduce and distribute the article, including reprints, translations, photographic reproductions, microform, electronic form (offline, online) or any other reproductions of similar nature.
The corresponding author signs for and accepts responsibility for releasing this material on behalf of any and all co-authors. This agreement is to be signed by at least one of the authors who have obtained the assent of the co-author(s) where applicable. After submission of this agreement signed by the corresponding author, changes of authorship or in the order of the authors listed will not be accepted.
Retained Rights/Terms and Conditions
1. Authors retain all proprietary rights in any process, procedure, or article of manufacture described in the Work.
2. Authors may reproduce or authorize others to reproduce the Work or derivative works for the authors personal use or for company use, provided that the source and the UMB copyright notice are indicated, the copies are not used in any way that implies UMB endorsement of a product or service of any employer, and the copies themselves are not offered for sale.
3. Although authors are permitted to re-use all or portions of the Work in other works, this does not include granting third-party requests for reprinting, republishing, or other types of re-use.
This work is also licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
