Browsing BCCCE - International Balkans Conference on Challenges of Civil Engineering by Title

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Browsing BCCCE - International Balkans Conference on Challenges of Civil Engineering by Title

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  • Bukaçi, Erion; Cullufi, Hektor; Sharra, Laureta; Gashi, Shpresa (2nd International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    A pile group used as a bridge foundation will be calculated using finite element method. Finding vertical and horizontal coefficient of sub grade reaction, internal forces on piles and displacements.
  • Saber, Galawezh; Tayşi, Nildem; Hussein, Ghaedan (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Curved steel buildings are frequently designed to supply the users of the structure with ordinary light with a sense of capaciousness as well as grandness in public facilities such as stations, buying malls, leisure ...
  • Üç, Mustafa; Kaja, Abdulla (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Following the collapse of communism in 1990, Albania introduced with capitalism as new economic order in the country. Since that time, Albanian economy has been developing day by day especially depends on some sectors. ...
  • Spilotro, Giuseppe; Pellicani, Roberta; Pagliuca, Rossella; Mucciarelli, Marco; Bianca, Marcello; Miccoli, Daniela (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The aim of this study is the analysis of the dynamic behavior of rocky cliff located below the old urban center of Polignano (Apulia, Southern Italy). In order to characterize the behavior of the cliff under the impulse ...
  • Afezolli, Alma; Shehu, Elfrida (2016-05)
    This paper aims to describe a method for the analyzing of capacity and performance of roundabout operating with metering signals. The use of metering signals is a found as a measure to avoid the need of a fully signalized ...
  • Serkan Tokgoz; Mersin University; Cengiz Dundar; Cukurova University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Analysis of eccentrically loaded plain and steel fiber high strength reinforced concrete and concrete-encased composite columns is presented. In the analysis procedure, the experimental nonlinear stress−strain relations ...
  • Seranaj, Agim; Elezi, Erald; Seranaj, Altin (2016-05)
    The first reinforced concrete spatial structures date from 1920. Since then, their popularity has increased as a new structural system with widely used materials like reinforced concrete. The building trend of these ...
  • XHAHYSA, Anila; YARDIM, Yavuz (2nd International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    In the last two decades, FRP systems have been largely used to improve the performance of structural members, due to their high strength to weight ratio and corrosion resistance. Application of this strengthening procedure ...
  • Fatih, ALTUN; Furkan, BİRDAL (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Retrofitting of currently used buildings has come into question with the determination of buildings’ performance levels due to earthquake force effect. In this sense, lots of retrofitting techniques have been applied for ...
  • Seitllari, Aksel; Luga, Erion (2016-05)
    The globalization process taking place recent years has significantly increased the need for mobility. Due to the urban population growth and urbanization, the role of transportation engineering in daily life has mainly ...
  • Shatro, Astrit; Ormeni, Rrapo (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    A detailed investigation of the hypocenter distribution beneath Elbasani, Albania, reveals a NE-SW-trending linear alignment of seismicity within the Elbasani-Dibra transversal zone. In the zone of Elbasani, hot mineral ...
  • Roshi, Artur; Saraçi, Iskra (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Many countries throughout the world have accepted the concept for design of RC buildings based on the “capacity design” methology.This has been proved also by the Eurocode-8 that is largerly based on this method.The main ...
  • Koulatsou, Konstantina; Petrini, Francesco; Vernardos, Stelios; Gantes, Charis J. (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    A computational method for generating artificial time histories of wind loads on wind turbine towers is presented, based on wind turbine aerodynamics and a wind field model. First, the forces acting on the blades parallel ...
  • Mehmet Ardiclioglu; Epoka University; Gerti Kocileri; Epoka University; Alban Kuriqi; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Devolli river is one of the biggest rivers of Albania which is characterized by large stream flow but also during the full stream flow it bring a lot of sediments and this paper consists precisely to calculation rough of ...
  • Rrapo Ormeni; Polytechnic University, Institute of Geosciences; Viktor Doda; Polytechnic University, Institute of Geosciences; Fatmir Gumeni; Planetary University; Gjon Kaza; Polytechnic University, Institute of Geosciences (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Accurate assessment of seismoactive layers represents large interests for recognition of real depth of seismic energy generation.The database of this study are relocated earthquakes of period 2001-2010 that are in considerable ...
  • Luga, Erion; Mustafaraj, Enea; Lika, Ervis (2020-12-18)
    The aim of this investigation is to analyze the mechanical behavior of reinforced concrete frames under diagonal loads. The study provides a combination of analytical and experimental work related to the quasi-static ...
  • Kabashi, Naser; Krasniqi, Cene; Hajrizi, Burim (2nd International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The behaviour of concrete elements, in this case the beams under the different loadings result with the capacity of section. In analyzing process results are followed with the deflections of beams and the cracks. In this ...
  • Ejupi, Hatim; Ahmeti, Ismail (2nd International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Main factors that impact creep and shrinkage of concrete as well as the impact of so called “creep and shrinkage in static systems”, basic hypothesis of linear theories of the creep of concrete. There are described main ...
  • Alexandra, Berindean C.; Ligia, Andreica (2nd International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The durability of the historical timber structures is significantly influenced by the quality of the timber used for its construction, by its physical and mechanical properties, but also by the negative action of various ...
  • de Brito, Jorge; Pereira, Clara (2020-12-18)

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