Retrofitting Analysis of Steel Roof Frame to Preserve Heritage Building 1921
Retrofitting Analysis of Steel Roof Frame to Preserve Heritage Building 1921 |
||
|
||
© 2023 by IJETT Journal | ||
Volume-71 Issue-12 |
||
Year of Publication : 2023 | ||
Author : Nusa Setiani Triastuti, Rico Turnando, Indriasari |
||
DOI : 10.14445/22315381/IJETT-V71I12P218 |
How to Cite?
Nusa Setiani Triastuti, Rico Turnando, Indriasari, "Retrofitting Analysis of Steel Roof Frame to Preserve Heritage Building 1921," International Journal of Engineering Trends and Technology, vol. 71, no. 12, pp. 176-194, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I12P218
Abstract
The spirit of preserving heritage buildings as they originally became a big challenge during design analysis, ensuring they remain in their original state without damaging the construction process. The objective of this research was to maintain the authenticity of the structure. Roof covering, strengthening and detailing the roof by analyzing the structure on the roof's strength, stability, and deflection with Indonesian code 1729-2015 based on the American Steel concept. Analysis of dead loads, live loads, and the wind load, because only the roof was on the 3rd floor and the roof slope is 30o. The case study method was carried out with surveys and secondary data results from the investigation consultant in 2016. The analysis results of two truss members' roof, 2L 70.70, need to be replaced with a double profile 2L 80.80, bolt connections with the provision that steel profiles, bolts, and rust anchors were replaced. Analysis of the 3-dimensional roof structure with software by calculating the compressive wind load of 75.82 kg/ m2 and the suction wind load of 57.37 kg/m2 according to the wind speed of 40 m/s. Conclusion Steel roof truss meets strength stability and retains the original structure shape, accessories, roof, and tile roof.
Keywords
Fixed heritage roof, Steel roof truss structure retrofitting, Bolt connection roof frame, Profile dimensions maintained, Tile roof preserved.
References
[1] Timothy S. Acosta, “Risk Assessment of Low-Rise Educational Buildings with Wooden Roof Structures against Severe Wind Loadings,” Journal of Asian Architecture and Building Engineering, vol. 21, no. 3, pp. 973-985, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Clara Bertolini Cestari, and Tanja Marzi, “Conservation of Historic Timber Roof Structures of Italian Architectural Heritage: Diagnosis, Assessment, and Intervention,” International Journal of Architectural Heritage, vol. 12, no. 4, pp. 632-655, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[3] “Procedures for Planning Steel Structures for Buildings,” Standar Nasional Indonesia, pp. 1-215, 2002.
[Publisher Link]
[4] Wiryanto Dewobroto, “SNI 1729:2015 and the New Era of Computer-Based Steel Planning,” Seminar Nasional Inovasi Struktur dan Rekayasa Bahan dalam Teknologi Konstruksi, pp. 1-30, 2015.
[Google Scholar] [Publisher Link]
[5] Ezio Giuriani, and Alessandra Marini, “Wooden Roof Box Structure for the Anti-Seismic Strengthening of Historic Buildings,” International Journal of Architectural Heritage, vol. 2, no. 3, pp. 226-246, 2008.
[CrossRef] [Google Scholar] [Publisher Link]
[6] Angel Candelas-Gutiérrez, and Milagrosa Borrallo-Jimenez, “Methodology of Restoration of Historical Timber Roof Frames Application to Traditional Spanish Structural Carpentry,” International Journal of Architectural Heritage, vol. 14, no. 1, pp. 51-74, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[7] Ramakrishna Hegde, G. Yogesh, and S. Suraj Chavhan, “Comparative Study on Analysis of Steel Truss Structure and Rigid Frame by Using STAAD PRO,” International Research Journal of Engineering and Technology, vol. 5, no. 9, pp. 1308-1314, 2018.
[Publisher Link]
[8] “Specifications for Structural Steel Buildings,” Standar Nasional Indonesia, pp. 1-289, 2015.
[Google Scholar] [Publisher Link]
[9] “Minimum Design Loads and Related Criteria for Buildings and Other Structures,” Standar Nasional Indonesia, pp. 1-323, 2018.
[Google Scholar] [Publisher Link]
[10] Derek L. Kozak, and Abbie B. Liel, “Reliability of Steel Roof Structures under Snow Loads,” Structural Safety, vol. 54, pp. 46-56, 2015.
[CrossRef] [Google Scholar] [Publisher Link]
[11] Paulo B. Lourenço et al., “Traditional Techniques for the Rehabilitation and Protection of Historic Earthen Structures: The Seismic Retrofitting Project,” International Journal of Architectural Heritage, vol. 13, no. 1, pp. 15-32, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[12] J. Montero et al., “Comparative Study between Rigid Frames and Truss Steel Structures,” International Commission of Agricultural Engineering, vol. 6, pp. 1-13, 2004.
[Google Scholar] [Publisher Link]
[13] Rio Mulyadi, Sucitra Wijaya, and Suwarjo Suwarjo, “Analysis of the Roof Frame Structure of Muara Bungo University Rectorate Building (Single Frame Beam Type Truss Frame),” Jurnal Komposits, vol. 1, no. 1, pp. 1-29, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[14] Phatangare Roshani Rambhau, and M.R. Wakchaure, “A Review Paper on Alternate Design Of Roofing Sysytem,” International Journal of Engineering Sciences and Research Technology, vol. 6, no. 2, pp. 761-765, 2017.
[Google Scholar] [Publisher Link]
[15] Regulation of the Minister of Public Works and People's Housing of the Republic of Indonesia Number 19 Year 2021 Concerning Technical Guidelines for the Implementation of Cultural Heritage Building be Conserved Article 6.(1)b, Article 6.(4)c. [Online]. Available : https://peraturan.bpk.go.id/Details/216956/permen-pupr-no-19-tahun-2021
[16] Ronny E. Pandaleke, and Reky S. Windah, “Comparison of Direct Tensile Test and Concrete Split Tensile Test,” Jurnal Sipil Statik, vol. 5, no. 10, pp. 657-662, 2017.
[Google Scholar] [Publisher Link]
[17] Charles G. Salmon, and John E. Johnson, Steel Structures: Design and Behavior, Second ed., Penerbit Erlangga, Jakarta, vol. 1, 2, 1986.
[Google Scholar] [Publisher Link]
[18] Afti Suhajri, and Sri Hartati Dewi, “Evaluation of Steel Truss Structure Planning for the Sultan Syarif Kasim II Pekanbaru Airport Cargo Building,” Jurnal Saintis, vol. 16, no. 1, pp. 76-93, 2016.
[Google Scholar] [Publisher Link]
[19] Romain Wibaut, Ine Wouters, and Thomas Coomans, “Hidden Above Church Vaults: The Design Evolution of Early Iron Roof Trusses in Mid-Nineteenth-Century Belgium,” vol. 13, no. 7, pp. 963-978, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[20] Yang Xiang et al., “Vertical Ductility Demand and Residual Displacement of Roof-Type Steel Structures Subjected to Vertical Earthquake Ground Motions,” Soil Dynamics and Earthquake Engineering, vol. 104, pp. 259-275, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Linjia Bai, and Yunfeng Zhang, “Nonlinear Dynamic Behavior of Steel Framed Roof Structure with Self-Centering Members under Extreme Transient Wind Load,” Engineering Structures, vol. 49, pp. 819-830, 2013.
[CrossRef] [Google Scholar] [Publisher Link]