Browsing BCCCE 2011 by Title

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Browsing BCCCE 2011 by Title

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  • Hanifi Canakci; University of Gaziantep; H.Erdem Yavuz; University of Gaziantep; Fatih Celik; University of Gaziantep; Hamza Gullu; University of Gaziantep (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, interface frictional resistance between organic soil and some of construction material was investigated. Construction materials used in this work are concrete,metal, and wood. Interface friction angle were ...
  • Mehmet Ardiclioglu; Epoka University; Agim Selenica; Polytechnic University; Serkan Ozdin; Erciyes University; Alban Kuriqi; Epoka University; Onur Genc; ITU (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Average shear stress is an important parameter for prediction of sediment transport,bank protection and other river engineering problems in natural streams. For this purposevelocity measurements were taken on Kız&#3 ...
  • Hacer Bilir; Osmaniye Korkut Ata University; Ismail H. Cagatay; Cukurova University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Infill walls are widely used as partitions worldwide. Field evidence has shown that continuous infill walls can help reduce the vulnerability of a reinforced concrete structure. Often, engineers do not consider infill walls ...
  • Hatice Citakoglu; Erciyes University; Murat Cobaner; Erciyes University; Tefaruk Haktanir; Erciyes University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The aim of this study is to evaluate the spatial variations of monthly average pan evaporation amounts throughout Turkey by applying Geostatistical methods. Monthly averages of Class A pan evaporation data are reported by ...
  • Kursat Esat Alyamac; Fırat University; Ragip Ince; Fırat University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Over a century, concrete has been used as a construction material all over the world, andits application areas increases and becomes commonplace each day. SCC is a special concretetype which places itself in densely-equipped ...
  • Baki Bagriacik; Cukurova University; Mustafa Laman; Korkut Ata University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, the induced vertical soil stress values occuring along with horizontal surfaces at predetermined depths of the shallow foundations on sandy soils were investigated by model tests. In the model tests pressure ...
  • Kemal Beyen; Kocaeli University; Mustafa Kutanis; Sakarya University; İhsan E. Bal; 3Fyfe Europe S.A. (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Assessment of exiting structures is a challenging issue that is of increasing importance in the last decades. There are, however, a number of uncertainties, which may result in unrealistic estimations of the expected demand. ...
  • Hanifi Binici; Kahramanmaras Sutcu Imam University; M. Yasin Durgun; Bartın University; Tamer Rizaoglu; Kahramanmaras Sutcu Imam University; Murat Kolucolak; Kahramanmaras Sutcu Imam University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, the effects of the use of blast furnace slag, ground basaltic pumice andblast furnace slag + ground basaltic pumice as mineral admixtures on durability of concretepipes were investigated. Blast furnace slag, ...
  • E. Erdis; MKU; H. Coskun; MKU; T. Ozel (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Job research and analysis studies are the reports that detail the system andenvironmental conditions and performance of each job for obtaining higher efficiency andreducing the unit cost. In order to do the job analysis ...
  • Shkelqim Daja; Polytechnic University of Tirana; Neritan Shkodrani; Polytechnic University of Tirana; Besnik Ago; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this paper the liquefaction potential of Quaternary soft non-cohesive soils at Semanisite, Fier prefecture in Albania has been assessed.The liquefaction analyses have been computed considering the hazard levelcorresponding ...
  • Gul Polat; Istanbul Technical University; Murat Alp Arslan; Istanbul Technical University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Globalization of the world economy has made borders between the countries lessimportant and thereby brought about unified markets. Construction industry is not differentfrom other industries when it comes to the globalization ...
  • Sali Fazliu (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The main objective of this paper is to present a preliminary planning of water resources development of Kosova, based on a master plan of multiple use of water resources of thecountry.In this century of crisis in water and ...
  • Levent Tasci; Firat University; Fatih Cetisli; Firat University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Nowadays, several measurement techniques and devices have been developed to measure the deformations on structural members, such as gages, low voltage displacement transducers (LVDT), strain gages and acoustic emissions ...
  • Ali Dogan; Mustafa Kemal University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This work presents mode-shape analysis of cross-ply laminated composite cylindrical shallow shells. First, kinematic relations of strains and deformation have been showed. Then, using Hamilton's principle, governing ...
  • Ozgur Kisi; Erciyes University; Murat AY; Bozok University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The concentration of dissolved oxygen (DO) is important for the healthy functioning of aquatic ecosystems, and a significant indicator of the state of aquatic ecosystems. DO is a parameter frequently used to evaluate the ...
  • Murat, Pala; Naci, Caglar; Zehra Sule, Garip; Cihan, Bayram; Hakan, Ozturk (International Balkans Conferance on Challenges of Civil Engineering, 2011-05-19)
    The reinforced concrete shear wall system has become a popular structural component for lateral resistance in buildings and base shear of these structures has a vital effect on the earthquake induced lateral forces. The ...
  • Vlaho Akmadzic; University of Mostar; Ante Mihanovic; University of Split; Boris Trogrlic; University of Split (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The article deals with nonlinear analysis of the thin plates. Nonlinear numerical shell model, whose flexural state is based on the Germain-Kirchhoff theory, takes into account geometrical nonlinearity. Material model of ...
  • Selahattin Kocaman; Mustafa Kemal University; Hasan Guzel; Mustafa Kemal University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Dam-break flow may cause severe damages on land and population locateddownstream due to flush flooding. In addition to the complexity inherent in dam break flow,existence of buildings changes the rapidly varying flow pattern ...
  • Orhan Baykan; Pamukkale University; Ahmet Alkan; Dokuz Eylul University; Yalcin Ozdemir; Dokuz Eylul University; Nesrin Baykan; Pamukkale University; Unal Ozis; Dokuz Eylul University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Remains of the historical masonry bridges in Anatolia and the Balkans are dated back to the Roman (first half of the I. Millenium AD), to the Seldjukide (early centuries of the II. Millenium AD; basically in Anatolia), and ...
  • Binici Hanifi; Kahramanmaras Sutcu Imam University; Gemci Remzi; Kahramanmaras Sutcu Imam University; Hasan Kaplan; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, production of mortars with disposable polyethylene glasses, but withoutcement, was investigated. The disposable polyethylene glasses were crushed and convertedinto fiber formation. Then fibers were molten ...

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