http://dspace.epoka.edu.al/handle/1/43 2nd International Balkans Conference on Challenges of Civil Engineering Sat, 07 Feb 2026 22:47:23 GMT 2026-02-07T22:47:23Z http://dspace.epoka.edu.al/handle/1/1285 Conditional assessment of Kiri Bridge in Shkoder, Albania Rexhaj, Gentian; Mustafaraj, Enea The Kiri bridge is located 1 km in north-west of Shkoder city and it is the only connection for the city of Shkoder and the Vau i Dejes hydropower station. It is a reinforced concrete bridge with 8 spans, 2 sidewalks and steels parapets on both sides. In this paper general evaluation of the bridge’s current structural conditions and the ability of the bridge to withstand loads from the vehicular traffic are examined. The methodology used in this study consists of the proper definition of the bridge’s structural elements and field inspection of each of them. Deterioration of the structural elements, damage of the paving, parapets and expansion joints are observed at a great extent. The other identified defects are recorded in an inspection form. As a result, the overall conditions were rated 6/10. In this paper some precautions and further measures to be taken are suggested. Thu, 23 May 2013 00:00:00 GMT http://dspace.epoka.edu.al/handle/1/1285 2013-05-23T00:00:00Z http://dspace.epoka.edu.al/handle/1/1284 Structural assessment of historical buildings: a case study of five Ottoman Mosques in Albania Mustafaraj, Enea A large portion of Albanian cultural heritage buildings is made of masonry. Many of them due to the decay and degradation of building material, aggressive environmental conditions, frequent seismic activity and various geological phenomena, as well as the lack of maintenance, are found to be in a very bad condition. This paper aims to introduce a case study in structural assessment based on visual inspection of five Ottoman mosques; Naziresha’s Mosque in Elbasan, Mirahor Ilyas Beg Mosque in Korça, the Leaden Mosque in Berat, Murat Beg Mosque in Kruja and the Mosque of Preza, built in Albania during the Ottoman period that are still functional nowadays. Suggestions for improvement of structural capacity and strengthening techniques are proposed taking into consideration preservation of the cultural, historical and architectural values of the mosques. Thu, 23 May 2013 00:00:00 GMT http://dspace.epoka.edu.al/handle/1/1284 2013-05-23T00:00:00Z http://dspace.epoka.edu.al/handle/1/1283 Risk management in the implementation of Levan-Vlore motorway project Rexhaj, Gentjan; Öztaş, Ahmet Levan-Vlore motorway, is one of the most important segments of a 24 km road section from Levan to Vlore, part of the north-south corridor. The works comprise the construction of a 4 line road in generally flat/semi-hilly rural areas. A successful implementation of the project is closely dependent of a good risk management process. It can make a successful implementation of the project within a shorter timeframe, within the quality control standards and with fewer expenses. In this paper, risk identification, classification and assessment for Levan-Vlore motorway segment is conducted. The methodology used in this study consists of examination of project description, work breakdown structure, cost estimate, design and construction schedule etc. The risk events were quantified and documented and then analyzed. As a result, according to the risk breakdown events, it can be stated that implementation of the project was moderate to risky in terms of project’s major objectives cost, time, scope and quality. Thu, 23 May 2013 00:00:00 GMT http://dspace.epoka.edu.al/handle/1/1283 2013-05-23T00:00:00Z http://dspace.epoka.edu.al/handle/1/1282 Action of atmospheric agents against reinforced concrete Xhaferaj, Iralda; Dervishi, Idlir Increasingly often, concrete is the material of choice for the construction of structures exposed to extreme conditions. As demand for construction in harsh environments increases, so do the desired service live of these structures. The presence of sulfates in aggressive environments constitutes a large threat to the stability and longevity of reinforced concrete structures because their effects lead to degradation of concrete and corrosion of steel in concrete. Sulfate attack of concrete may lead to cracking, spalling, increased permeability, and strength loss. The purpose of this study is to identify (analyze) these adverse effects and examine the necessary measures to prevent concrete degradation and steel corrosion. This study concludes that the protection of R/c structures from the presence of sulfates in aggressive environments is achieved through careful stability design, engagement of preventive measures and use of additional preventive techniques. Thu, 23 May 2013 00:00:00 GMT http://dspace.epoka.edu.al/handle/1/1282 2013-05-23T00:00:00Z