Browsing BCCCE 2011 by Title

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Browsing BCCCE 2011 by Title

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  • Erion Luga; Epoka University; Yavuz Yardim; Epoka University; Hanifi Binici; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This study investigates the possibility of recycling the ferrochromium industrial wastesin the Mat region of Albania by introducing it as a substitute for conventional coarseaggregate, in road base construction and in ...
  • Alket KUMARAKU; Polytechnic University of Tirana; Lavdim OSMANAJ (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The scope of this study is the creation of the IDF curves of the zones, in whichcontinuous rain measurements are missing, except of 24 - hour measurement throughpluviometer.So, there are elaborated the tables of rain' ...
  • Lj. Dimitrievski; D. Ilievski; E. Gashi; University ofPrishtina; S. Zivadinovic (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The Corridor X is part of the pan-European network of corridors. The starting point of the corridor is in Salzburg, Austria and the end point is in Thessaloniki, Greece. The corridor passes through Austria, Slovenia, ...
  • Cenk Ozan; Pamukkale University; Ozgur Baskan; Pamukkale University; Soner Haldenbilen; Pamukkale University; Halim Ceylan; Pamukkale University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    One of effective ways to prevent congestion and delay on urban areas is signal control at intersections. Signal systems are operated according to state of intersections either isolated or coordinated signal systems. Many ...
  • N. Kabashi; University of Prishtina; C. Krasniqi; University of Prishtina; R. Hadri; University of Prishtina; Q. Kadiri; University of Prishtina (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Request for reactivate the Hydro Plant is directly depend of the state of the accumulatewater basin. The present state of the part of concrete was critical and impossible forusing the water accumulations.The concrete parts ...
  • Atilla Damci; Istanbul Technical University; Gul Polat; Istanbul Technical University; Tuba Baysal (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Construction companies should schedule their projects in a manner that considers theefficient use of limited resources in order to complete a project within estimated budget, onschedule and in compliance with the specifications. ...
  • Assem M. Abdelalim; BENHA University; Amr A. Gamal; BENHA University; Farouk G. Hussien; BENHA University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Understanding the Rheology of cement and water is a not a simple task since, thebehaviour of complicated system varies with time and there is still a great deal of work to bedone before, it is properly understood. In this ...
  • Agim Selenica; Polytechnic University; Alban Kuriqi; Epoka University; Mehmet Ardicioglu; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Flooding is a natural phenomenon in Albania. The floods are flashy and flood - waters occupy the flood plain; in the biggest rivers, close to the river mouth area, these waters inundate the flood plain for several ...
  • Tomislav Igic; University of Nis; Slavko Zdravkovic; University of Nis; Biljana Mladenovic; University of Nis (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The structural design of a system in which connections of members are absolutely rigid or perfectly pinned has been thoroughly worked out in the existing literature. In real structures in general, and particularly in the ...
  • Forcim SOFTA; Polytechnic University of Tirana; Luan MURTAJ; Polytechnic University of Tirana; Agim SERANAJ; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Three-Dimensional dynamic analysis is required for a large number of different types of structures, specially constructed in seismic region. Design of structures is done through linear analysis, but taking in consider the ...
  • Ervin Paci; Polytechnic University of Tirana; Alma Afezolli; Polytechnic University of Tirana; Arben Dervishaj; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The tunnels due to their restrictions as a infrastructure work often overpass very disturbed tectonic zones. In those zones due to overthrust geological processes the rockquality are extremely poor in one side, and changes ...
  • Ivana Lukic; University of Mostar; Davor Barac; Institut IGH; Danijela Zovko (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Seismic methods are applied primarily in order to determine quasi-homogeneous zonesaccording to parameters of fragmentation, physical and chemical weathering anddeformability of rock masses and cohesionless soil. Applied ...
  • Neritan Shkodrani; Polytechnic University of Tirana; Elfrida Alliu; Polytechnic University of Tirana; Shkelqim Daja; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In earthquake disaster prevention, one serious problem confronting the world's earthquake - prone countries is seismic performance of buildings. A building is expected to remain safe and provide its intended function ...
  • Fatih Celik; University of Gaziantep; Hanifi Canakci; University of Gaziantep (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper discusses the results of a series of direct shear test that were undertaken toinvestigate the behaviour of organic soil with granular soil column. The tests focused oneffect of diameter of granular column in ...
  • Mehmet Ardiclioglu; Epoka University; M. Salih Kirkgoz; Cukurova University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Distributions of shear stress throughout the entire cross-section within the fully developedboundary layer region in a smooth and rectangular open channel flow setup areexperimentally determined with the help of a laser ...
  • Shkelqim Daja; Polytechnic University of Tirana; Cercis Durmishi; Polytechnic University of Tirana; Agim Sinojmeri; Polytechnic University of Tirana; Neritan Shkodrani; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    One of the most important aspects of coastal management and planning programs thatneeds to be investigated is shoreline dynamics. Long-term coastal analysis uses historical datato identify the sectors along the coast where ...
  • Suleyman Adanur; Karadeniz Technical University; Mehmet Akkose; Karadeniz Technical University; Alemdar Bayraktar; Karadeniz Technical University; A. Aydin Dumanoglu; Avrasya University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper presents the finite element analysis of a suspension bridge subjected to earthquake ground motion using simplified models. For this purpose, two simplified models are considered. It is assumed that each element ...
  • Fatih Unes; Mustafa Kemal University; Necati Agiralioglu; Istanbul Technical University; Mustafa Demirci; Mustafa Kemal University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Density inflow is modeled in two dimensions through a reservoir with sloping bottom. If an in flow of higher density enters ambient dam reservoir water, then it plunges below theambient water and then becomes density ...
  • Okan Karahan; Ryerson University; Erdogan Ozbay; Erciyes University; Cengiz Duran Atis; Erciyes University; Anwar Hossain; Ryerson University; Mohamed Lachemi; Ryerson University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The compressive strength behavior of concrete is one of the fundamental parameters of structural design as most load-bearing concrete elements, such as beams, columns and slabs. However, it was known that compressive ...
  • Slavko Zdravkovic; Faculty of Civil Engineering and Architecture of Nis; Tomislav Igic; Faculty of Civil Engineering and Architecture of Nis; Biljana Mladenovic; Faculty of Civil Engineering and Architecture of Nis; Dragan Zlatkov; Faculty of Civil Engineering and Architecture of Nis; Dragana Turnic; Faculty of Civil Engineering and Architecture of Nis (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The paper presents the basic theory and corresponding equations for calculation of the static influences of the structures with semi-rigid connections in joints. The static design of system in which connections of members ...

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