Case Studies
Feb 14, 2017

Design and Construction of Steel–Concrete Hybrid Piers for a Light Rail Transit System in Palembang, Indonesia

Publication: Practice Periodical on Structural Design and Construction
Volume 22, Issue 3

Abstract

The light rail transit (LRT) project located in Palembang, Indonesia, is being built to address traffic congestion and support the success of the 2018 Asian Games, a multinational sports event. The project consists of constructing a railroad network along with several stations located at an elevation aboveground, supported by reinforced concrete (RC) piers. A problem arises when it is not possible to cast concrete for the cantilevers on some piers located on the roads with a high frequency of traffic congestion. One solution to this problem is to replace the RC piers with hybrid piers. The hybrid piers are modifications of the RC piers in which steel frames replace the concrete for the cantilevers. The use of these hybrid piers opens up the possibility of offsite fabrication of the steel cantilevers so that the erection can still take place during off-peak hours and take less time. The use of these hybrid piers is relatively new for construction projects in Indonesia; the Palembang LRT project is the first project to have used this method. For this reason, it is important to understand this method’s design principles and effects on the construction process, especially about the connections between the steel and concrete structures. The hybrid piers are better than the RC piers, because the hybrid piers eliminate the need for concrete casting, a process that often causes obstructions to traffic flow. This method has the potential to be an alternative to pier construction for regions with high traffic volumes and high risk of traffic congestion.

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Acknowledgments

The authors thank Totok Andi Prasetyo for assistance with the special data that have greatly improved this paper. Also, the authors extend their gratitude to Edi Prayitno, who prepared the calculation reports and structural drawings.

References

ACI (American Concrete Institute). (2011). “Building code requirements for reinforced concrete and commentary.” ACI 318-11/ACI 318R-11, Farmington Hills, MI.
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Dewobroto, W. (2016). “Steel structure—Behavior, analysis & design.” AISC 2010, 2nd Ed., Jurusan Teknik Sipil UPH Press, Tangerang, Indonesia (in Bahasa Indonesia).
Morino, S. (1998). “Recent developments in hybrid structures in Japan: Research, design and construction.” Eng. Struct., 20(4–6), 336–346.
Priestley, M. J. N., Calvi, G. M., and Kowalsky, M. J. (2007). Displacement based seismic design of structures, IUSS Press, Pavia, Italy.
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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 22Issue 3August 2017

History

Received: Nov 2, 2016
Accepted: Nov 30, 2016
Published online: Feb 14, 2017
Discussion open until: Jul 14, 2017
Published in print: Aug 1, 2017

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Authors

Affiliations

Senior Lecturer, Dept. of Civil Engineering, Univ. Pelita Harapan, M. H. Thamrin 1100 Blvd., Lippo Karawaci, Tangerang 15811, Indonesia (corresponding author). ORCID: https://orcid.org/0000-0002-9773-0581. E-mail: [email protected]
Iswandi Imran
Professor and Principal Engineer, Pusat Rekayasa Industri ITB, X-PAU Building, 3rd Floor, ITB, Ganesha 10, Bandung 40132, Indonesia.
Effendi Johan
Vice Director, PT. Perentjana Djaja Consultancy Services, Wisma Pede, 3--4th Floor, M. T. Haryono Kav 17, Jakarta 12810, Indonesia.
Sri Yanto
Vice Director, PT. Megah Bangun Baja Semesta, Jagad Building 2nd Floor, RP Soeroso 42A, Jakarta 10350, Indonesia.

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