Comparative Study of the Interaction Diagrams before and after Retrofitting the Existing Reinforced Concrete Columns of the National Gallery of Arts Building in Tirana
International Journal of Civil Engineering |
© 2024 by SSRG - IJCE Journal |
Volume 11 Issue 2 |
Year of Publication : 2024 |
Authors : Idlir Dervishi, Arlind Hasalami |
How to Cite?
Idlir Dervishi, Arlind Hasalami, "Comparative Study of the Interaction Diagrams before and after Retrofitting the Existing Reinforced Concrete Columns of the National Gallery of Arts Building in Tirana," SSRG International Journal of Civil Engineering, vol. 11, no. 2, pp. 67-79, 2024. Crossref, https://doi.org/10.14445/23488352/IJCE-V11I2P107
Abstract:
This study presents a comprehensive analysis of the structural integrity and performance of Reinforced Concrete (RC) columns in the National Gallery of Arts in Tirana before and after undergoing retrofitting procedures. The focus is on the interaction diagrams, crucial for understanding the axial load-bending moment relationship in RC columns. The retrofitting process must use contemporary techniques suitable for historical and culturally significant buildings. This study’s chosen retrofitting approach involved applying concrete jacketing and steel rebars. This strategy aimed to bolster the columns’ structural stability and seismic resilience while meticulously preserving the building’s architectural essence. The comparison between the pre- and post-retrofitting diagrams provided a valuable understanding of the effectiveness of the retrofitting techniques. Significant improvements were observed in the load-bearing capacity and flexibility of the columns, bolstering their ability to resist axial forces and bending moments. The columns’ axial force-bearing capacity increased by more than four times, and the capacity against bending moments increased by 5.8 to 8.6. Furthermore, the findings contribute helpful insights to the field of structural engineering, particularly in the context of retrofitting and conserving ageing structures in urban environments, offering a methodological approach for enhancing the structural integrity of RC columns in heritage buildings. This paper explores the impact of retrofitting reinforced concrete columns with reinforced substantial jackets on their interaction diagrams.
Keywords:
Reinforce Concrete structures, Structural Retrofitting, Columns interaction diagrams, FRP, NGA.
References:
[1] EN 1998-1, Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions, and Rules for Buildings [Authority: The European Union per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC], European Standard, European Norm, Europaische Norm, 2004. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/02/en.1998.1.2004.pdf
[2] Jure Zizmond, and Matjaz Dolsek, “Evaluation of Factors Influencing the Earthquake-Resistant Design of Reinforced Concrete Frames According to Eurocode 8,” Structure and Infrastructure Engineering, vol. 12, no. 10, pp. 1323-1341, 2015.
[CrossRef] [Google Scholar] [Publisher Link]
[3] Hugo Rodrigues, and Mahmoud H. Elawady, “Ductility Considerations in Seismic Design of Reinforced Concrete Frame Buildings According to the Eurocode 8,” Innovative Infrastructure Solutions, vol. 4, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[4] “Rehabilitation Project for the 6-Story Building, Located on ‘Jordan Misja’ Street, Tirana,” Polytechnic University of Tirana, Technical Report, 2020.
[5] Elis Habibi, “Strengthen Design of the Existing Building of the National Gallery of Arts in Tirana,” Technical Report, 2022.
[6] Urban Planning and Design Bureau, “Designs of the Construction of the National Gallery of Arts in Tirana,” Technical Report, 1974.
[7] Ministry of Culture, “Restoration, Reconstruction, and Rehabilitation of Spaces,” Project, 2022.
[8] Bhairav K. Thakkar, “Interaction Curves for Retrofitted Columns,” International Journal of Engineering Research and Technology, vol. 1, no. 8, pp. 1-7, 2012.
[CrossRef] [Publisher Link]
[9] Robert Park, and Thomas Paulay, Reinforced Concrete Structures, Wiley Interscience, 1975.
[Publisher Link]
[10] Zdenek P. Bazant, Luigi Cedolin, and Mazen R. Tabbara, “New Method of Analysis for Slender Columns,” ACI Structural Journal, pp. 391-401, 1991.
[Google Scholar] [Publisher Link]
[11] Ekta N. Kuchhadiya, “Computer-Aided Design of Reinforced Concrete Column Subjected to Axial Compression and Bending,” Paripex - Indian Journal of Research, vol. 4, no. 5, pp. 450-452, 2015.
[12] Mirchand N. Oad, P. Shaikh, and M.M. Laghari, “Peshawar Study of Computer-Aided R.C. Column Design and Interaction Diagrams of ACI,” Journal of Engineering and Applied Sciences, 1995.
[13] Tuomo Poutanen, Sampsa Pursiainen, and Tim Lansivaara, “Combination of Permanent and Variable Load is Dependent,” Applied Sciences, vol. 11, no. 10, pp. 1-10, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[14] Debasish Sen, “Behavior and Strength of RC Columns Retrofitted with Steel Angles and Strips under Eccentric Axial Loads,” M.Sc. Thesis, Bangladesh University of Engineering and Technology, 2017.
[Google Scholar] [Publisher Link]
[15] Prasad Ravindranath Desai, and S.A. Rasal, “Experimental Performance of Concrete with CFRP and GFRP Wrapping System: A Literature Review,” Journal of Emerging Technologies and Innovative Research, vol. 10, no. 6, pp. j213-j219, 2023.
[Publisher Link]
[16] Yasmeen Taleb Obaidat et al., “Behavior of NSM CFRP Reinforced Concrete Columns: Experimental and Analytical Work,” Case Studies in Construction Materials, vol. 15, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[17] Y.F. Wu, M.C. Griffith, and D.J. Oehlers, “Improving the Strength and Ductility of Rectangular Reinforced Concrete Columns through Composite Partial Interaction: Tests,” Journal of Structural Engineering, vol. 129, no. 9, pp. 1183-1190, 2003.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Baris Binici, “Design of FRPs in Circular Bridge Column Retrofits for Ductility Enhancement,” Engineering Structures, vol. 30, no. 3, pp. 766-776, 2008.
[CrossRef] [Google Scholar] [Publisher Link]