Reinforcement Application Techniques in Earthquake Damaged Buildings Caused at Central Part of Albania

Altin Bidaj – Faculty of Civil Engineering, Polytechnic University of Tirana, Albania

Mario Hysenlliu – Faculty of Civil Engineering, Polytechnic University of Tirana, Albania

Abstract: In November 2019, the central part of Albania experienced an earthquake with a magnitude of Mw=6.4. The earthquake caused significant damage in the affected areas, including collapsed buildings, infrastructure damage, and loss of life. The cities of “Durres” and “Thumane” were particularly affected, with numerous buildings and apartment blocks collapsing or sustaining severe damage. Furthermore, numerous techniques have been employed for the rehabilitation of damaged masonry buildings in Albania. The rehabilitation process in the affected areas has yielded some successful outcomes. This article aims to describe the different techniques used for reinforcing damaged masonry structures following the Durres earthquake, including their respective advantages and disadvantages.

Keywords: Masonry structures, earthquake damaged buildings, reinforcement, replacement, fibre reinforcement polymers materials.

Full Text: PDF

DOI: https://doi.org/10.5281/zenodo.10655455

Publication Date: 21.08.2023

How to Cite: Bidaj A., Hysenlliu M. Reinforcement Application Techniques in Earthquake Damaged Buildings Caused at Central Part of Albania, Journal of Integrated Engineering and Applied Sciences. 2023; 1(1); 14-22.

References:

  • Binda L., Modena C., Baronio G., Abbaneo S. Repair and investigation techniques for stone masonry walls, Construction and Building Materials, 1997; 11(3); 133-142.
  • Tomaževič M. (1999) Earthquake resistant design of masonry buildings. Imperial College Press, London, UK.
  • Aliaj S., Kociu S., Muco B., Sulstarova E. (2010) Seismicity, seismotectonics and seismic hazard assessment in Albania. Academy of Science of Albania, Tirana, Albania.
  • Bilgin H., Frangu I. Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals. International Journal of Advanced Structural Engineering, 2017; 9(3); 277-292.
  • Bilgin H., Uruçi, R. Effects of structural irregularities on low and mid-rise rc building response. Challenge Journal of Structural Mechanics, 2018; 4(2); 33-44.
  • EN 1998-3: 2005. Eurocode 8: Design of structures for earthquake resistance – Part 3: Assessment and retrofitting of buildings. European Committee for Standardization, Brussels, Belgium.
  • EN 1998-3: 2004. Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, Brussels, Belgium.
  • Kaplan H., Yılmaz S., Binici H., Yazar E., Cetinkaya N. Bingol earthquake: damage in reinforced concrete structures. Engineering Failure Analysis, 2004; 11(3); 279-291.
  • Bilgin, H., & Frangu, I. (2017). Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals. International Journal of Advanced Structural Engineering, 9(3), 277-292.