RC Building Typologies and Failure Modes observed during the 2019 Albania Earthquake

Abstract

Introducing the thesis approach to the reader about the 2019 earthquake in Albania highlighted the vulnerability of many building typologies, particularly load bearing masonry buildings and unreinforced brick, stone buildings, and RC frame buildings. The damage to masonry and historic buildings also emphasized the importance of preserving these structures and implementing proper seismic retrofitting measures. Is also important to note that the 2019 earthquake in Albania resulted in a significant loss of life and injury. Overall, the 2019 earthquake in Albania serves as a reminder of the importance of building resilient communities that are prepared to face the challenges of natural disasters. This paper consists of an information processing about building typologies, analysing why these buildings failed after the earthquake, where the main problem and what measures should be taken so that the same consequences do not repeat themselves. It is based on research works and information discovered on the ground in the Durres area which was the most affected. The methodology will continue with the comparison in (the ETABS model) of two RC Buildings with different periods of time (1970-1980, 1980-1990) to see the difference in earthquake resistance