Browsing ISCE 2012 by Issue Date

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Browsing ISCE 2012 by Issue Date

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  • E. Hetemi; Faculty of Civil Engineering, University of Prishtina; L. Himaduna; Faculty of Civil Engineering, University of Prishtina; N. Kabashi; Faculty of Civil Engineering, University of Prishtina (International Student Conference of Civil Engineering, 2013-07-15)
    Many requests for different types of concrete, in general are depends of the aggregates. One of the aim of this paper is to analyses the possibilities of using the recycling aggregate, from part of existing concrete such ...
  • Gerti Kocileri; Department of Civil Engineering, EPOKA University; Alban Kuriqi; Department of Civil Engineering, EPOKA University (International Student Conference of Civil Engineering, 2013-07-15)
    Concrete - 100 years ago a new building material and today regarded as indispensable - camejust in time to be used from the very beginning of the hydropower era in the World, aroundthe turn of the century. It soon became ...
  • Marsel Nakuci; Department of Civil Engineering, Faculty of civil engineering, Polytechnic University of Tirana; Soen Sako; Department of Civil Engineering, Faculty of civil engineering, Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    This paper describes a program for plastic analysis of 2-d frames written in matlab programming language. The program is developed using the object oriented programming approach as an alternative to traditional procedural ...
  • Hanifi Binici; Department of Civil Engineering, KSU University; Fatih Binici; Department of Civil Engineering, Erciyes University; Mustafa Dolaz; Department of Environment Engineering, KSU University (International Student Conference of Civil Engineering, 2013-07-15)
    In this paper, it was aimed to manufacture a functional geopolymer structure by activating silica sand, fly ash disposed from Afsin-Elbistan Thermal Power Plant and blast furnace slag obtained from Iskenderun Ferrous & ...
  • Edison Barhani; Department of Civil Engineering, EPOKA University (International Student Conference of Civil Engineering, 2013-07-15)
    Transportation system of Tirana Municipality has significantly evolved over the last twodecades. Besides the huge number of constructions, Tirana Municipality has invested a lot inconstruction and reconstruction of new ...
  • R. Rifati; Faculty of Civil Engineering, University of Prishtina; N. Kabashi; Faculty of Civil Engineering, University of Prishtina (International Student Conference of Civil Engineering, 2013-07-15)
    The concrete structures during the life exploitations are under the severe conditions. Inthis way the different behavior of structures will be basic on the conditions. In this paper wewill present one of the important ...
  • Fanjola Korove; Department of Civil Engineering, Polytechnic University of Tirana<br />; Igli Kondi; Department of Civil Engineering, Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    The need for structural rehabilitation of concrete structures all over the world is a wellknown problem and a great amount of research is going on in this field. There can be manyreasons for strengthening such as increased ...
  • Luisa Dhimitri; Department of Civil Engineering, Polytechnic University of Tirana; Ergys Anamali; Department of Civil Engineering, Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    Slope stability accidents are widely spread in geotechnical calculation field.The purpose of this paper is to present an artificial slope stability case study,constructed in Porto Romano area (near Durres city, Albania). ...
  • Megi Rusi; Department of Applied Geology, Geoinformatics and Environment, Polytechnic University of Tirana; Arbi Shehu; Department of Mineral Resources Engineering, Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    During the feasibility and preliminary design stages of a project, when not enoughdetailed information on the rock mass and its stress and hydrologic characteristics is available,the use of a rock mass classification scheme ...
  • Erion PERIKU; Department of Civil Engineering, EPOKA University; Yavuz YARDIM; Department of Civil Engineering, EPOKA University (International Student Conference of Civil Engineering, 2013-07-15)
    Critical scour effects on bridge performance helps to predict the bridge load carryingcapacity and as a result, may help prevent unnecessary looses. Very few studies have beenconducted on current condition of Albanian ...
  • Aysegul Bayin; Faculty of Civil Engineering, Istanbul Technical University; Mustafa Hatipoglu; Faculty of Civil Engineering, Istanbul Technical University; Gokhan Cevikbilen; Faculty of Civil Engineering, Istanbul Technical University; Recep Iyisan; Faculty of Civil Engineering, Istanbul Technical University (International Student Conference of Civil Engineering, 2013-07-15)
    The shear stress of stiff or dense soils increases with the displacement and reaches itsmaximum value, and then shear stress decreases and remains a constant value. The minimumand constant shear stress of soils reached at ...
  • Julinda Keci; Department of Civil Engineering, EPOKA University; Markel Baballeku; Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    Construction industry has advanced significantly in terms of size and type in recent years in Albania. However, the design is generally based on a fixed based structural model,and the dynamic soil-structure interaction is ...
  • Alfred Hasanaj; Department of Mechanics, Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    In this work we will handle the problem of electric elevator projection, based on specificdemands. After giving a general view of the elevator as a mechanical device, we willdevelop its structure and stimulate elevators ...
  • Ahmet Necati Yelgin; Sakarya University; Huseyin Kasap; Sakarya University; Zeki Ozyurt; Sakarya University; Bora Bulut; Sakarya University (International Student Conference of Civil Engineering, 2013-07-15)
    The beam which is taken up in this study is composed of a prefabricated reinforced concrete plate in dimensions of 3000.800.100 mm and a steel profile (INP 120) under thebeam. The steel reinforcement which should exist in ...
  • Payam Sarir; Department of Civil Engineering, University KEBANGSAAN Malaysia (UKM),; Omid Monshi Toussi; Department of Civil Engineering, University KEBANGSAAN Malaysia (UKM), (International Student Conference of Civil Engineering, 2013-07-15)
    Nowadays, Fiber Reinforced Polymer (FRP) concrete composite bridge deck system hasbeen introduced because of its light-weight and durability. Strong composition is neededbetween FRP and concrete to acquire the structural ...
  • Ahmet Necati Yelgin; Sakarya University, Department of Civil Engineering, Engineering Faculty; Ahmet Degerli; Sakarya University, Department of Civil Engineering, Engineering Faculty; Bora Bulut; Sakarya University, Department of Civil Engineering, Engineering Faculty (International Student Conference of Civil Engineering, 2013-07-15)
    Composite beam are made up by R.C shell and structural steel, and bolts are used forshear connector. Additionally several plates are placed on the bottom face of composite beamfor each test. Therefore composite behaviour, ...
  • Hakan Ulutas; Department of Civil Engineering, Gumushane University; Mustafa Kutanis; 2Department of Civil Engineering,Sakarya University (International Student Conference of Civil Engineering, 2013-07-15)
    Within the framework of the performance based earthquake engineering, the seismic hazardanalysis for the Van province in Turkey is performed in probabilistic manner. It is noteworthy that, in probabilistic seismic hazard ...
  • Oltion Korini; EPOKA University; Ylber Muceku; EPOKA University (International Student Conference of Civil Engineering, 2013-07-15)
    Geology and geotechnics look sometimes not interesting to the structural engineer, untila serious geotechnical hazard or problem is faced. This problem could be a soft soil layerunder the foundation, a high underground ...
  • T. Ertan; Department of Civil Engineering, Istanbul Technical University; W. Wu; Department of Civil Engineering, Bodunkultur University; A. Erken; Department of Civil Engineering, Istanbul Technical University; G. Idinger; Department of Civil Engineering, Bodunkultur University (International Student Conference of Civil Engineering, 2013-07-15)
    In most of the larger cities underground transportation systems have been gettingdesired. Such systems are constructed in urban areas and involve a tunnel, especially in softground and in shallow zones.One of major concerns ...
  • Aida Tasellari; Polytechnic University of Tirana; Erjon Kaiku; Polytechnic University of Tirana (International Student Conference of Civil Engineering, 2013-07-15)
    Today, more than forty centuries after the Pyramids at Giza were completed, the fact of how they were constructed remains a mystery. Although several hypotheses have been advanced, this pyramid has successfully kept the ...

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