The Construction and Structure Reliability of Jam Gadang: The Heritage of West Sumatera
DOI:
https://doi.org/10.54367/jrkms.v1i1.232Abstract
The Big Ben (Jam Gadang) is a tower building of 28.295 meters height positioned as the landmark and the heritage of both Bukittinggi city and West Sumatra province. It was built in 1926 by architects Yazin and Sutan Gigi Ameh as the gift from the Queen of the Netherlands to the controleur (secretary of Bukittinggi City). Major perception of the people that Jam Gadang was build by using masonry for the entire building. Following massive earthquakes in 2007 the Indonesian Heritage Trust in cooperation with the Shared Heritage Program of the Netherlands initiate full investigation of the tower. The activity was aimed at gathering data of the structure and analyzes the reliability of the current structure of the building. The result of such activities found that the construction of Jam Gadang consist of reinforced concrete with the compressive strength ≥ 25Mpa on average, the foundation consists of full stone with the prism shape until -1,800 mm. The column have a dimension with variation of 800 mm x 800 mm at the first floor and 400 mm x 400 mm at the top floor of the tower, with 18 mm longitudinal and 10 mm shear reinforcement, the beam and plate have the composite structure of steel beam H 105.90.10.25. The modeling and analysis of the structural reliability of Jam Gadang tower for earthquake load based on the Indonesian Code SNI-03-2847- 2002, with maximum lateral deformation of (δmax) 63.00 mm which is smaller than lateral deformation limit of 83.70 mm.References
Imran, I. (2010). Perencanaan Detailing Struktur Beton Bangunan Tinggi Sistem Ganda, Step by Step Calculation berdasarkan SNI 03-2847-2002. IMHERE B2C FTSL. ITB
Imran, I., Yuliari, E., & Suhelda & Kristianto, A. (2008). Aplicability Metoda Desain Kapasitas pada Perancangan Struktur Dinding Geser Beton Bertulang. In Seminar dan Pameran HAKI–Pengaruh Gempa dan Angin terhadap Struktur.
Laboratorium Teknologi Beton Universitas Bung Hatta. (2010). Laporan Pemeriksaan dan Investigasi Struktur Jam Gadang.
Mangkoesoebroto, S. P. (2007). Seismic Performance Chart for Simple Structures (No. 1). ResearchReport Series.
Mangkoesoebroto, S.P., Goto, T., & Khadavi. (2003). Investigation of Full-Scale Confined Masonry in Reversed Cyclic. The Ninth East Asia-Pacific Conference on Structural Engineering and Construction.
Martokusumo, W., & Zulkaidi, D. (2014). Heritage List. Some Notions on Area-based Conservation.
Lesson Learned from Bandung. Proceeding on International Conference on Urban and Regional Planning, University Teknologi Malaysia, Skudai, Johor BahruMartokusumo, I. I. W. (2010). The Ex-Coal Mining City of Sawahlunto Revisited. Nakhara: Journal of Environmental Design and Planning, 6, 107-118.
Martokusumo, W. (2008). Urban Heritage And Modern Project, Critical Notions On Conservation And Heritage Management. A Brief Look At The Case Jakarta‟ s Kota Tua. Journal Of Southeast Asian Architecture, 11, 51-62.
Orbasli, A. (2008). Architectural conservation: principles and practice. Blackwell Science.
Purwono, R., Tavio., Imran, I., & Raka I.G.P. (2007). Tata Cara Perhitungan Struktur Beton untuk
Bangunan Gedung (SNI 03-2847-2006) dilengkapi Penjelasan, ITSPress, Surabaya, Indonesia.
Wallace, J. W., & Orakcal, K. (2002). ACI 318-99 provisions for seismic design of structural walls. Structural Journal, 99(4), 499-508.
Yoshimura, K., Kikuchi, K., Kuroki, M., Nonaka, H., Croston, T., Coga, S., Kim, K.T., Itai, T., Matsumoto, Y., Ma, L. (2001). Experimental Study on Effects Reinforcing Details Seismic Perfomance of Masonry Wall. 26th Conference on Our World in Concrete and Structures Singapore
SNI-03-2847-2002. Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung.
SNI-03-1726-2002. Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung.
SNI-03-1727-2001. Pedoman Perencanaan Pembebanan untuk Rumah dan Gedung.
SNI-03-4802-1998. Kriteria Keseragaman Kualitas Beton.
SNI-03-4430-1997. Metode Pengujian Kuat Tekan Elemen Struktur Beton Dengan Alat Palu Beton
Downloads
Published
How to Cite
Issue
Section
License
JRKMS publishes fully open access journals, which means that all articles are available on the internet to all users immediately upon publication. Non-commercial use and distribution in any medium is permitted, provided the author and the journal are properly credited. Authors retain copyright to their work.
