Browsing BCCCE 2011 by Title

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Browsing BCCCE 2011 by Title

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  • Salih YILMAZ; Pamukkale University; Hayri Baytan Ozmen; Inonu University; Gulmustafa Sen; Inonu University, Malatya (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Housing demand increased in the 80s and 90s due to rapid industrialization of theTurkey. The rapid and uneven spatial growth within and among cities was largely a result ofmigration from rural areas during the 80's. Many ...
  • Dani Rahimic; "Dzemal Bijedic" University Mostar, (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    One of the most important tasks for the civil engineers is designing structures. Designing structures is conducted according to the technical regulations of the country.Safety and reliability of those structures will mostly ...
  • Bojan Milosevic; University of Belgrade; Marina Mijalkovic; University of Nis; Zarko Petrovic; University of Nis; Biljana Mladenovic; University of Nis (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Determination of the bearing capacity of a structure, as well as the assessment related tothe structure failure is very valuable, not only as a simple control of beam bearing capacity,but also as a significant basis and ...
  • Muhammed Tekin; Celal Bayar University; Ali Demir; Celal Bayar University; Halil Nohutcu; Celal Bayar University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, the seismic performance of the Merkez Efendi hospital building in Manisa is determined with SAP2000 computer program according to the Turkish Earthquake Code-2007. The building and its footings do not provide ...
  • Laidon Zekaj; Epoka University; Ergys Anamali; Polytechnic University; Elvis Capo; Epoka University; Marin Xhemalaj; Polytechnic University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Since it is recently noticed that probability methods are being a vital part of theengineering design, in this article are taken into account two different methods such asProbability Based Design (PBD) and Eurocode 7. Both ...
  • Yavuz, YARDIM (International Balkans Conferance on Challenges of Civil Engineering, 2011-05-19)
    Conditions of existing bridges are often problematic issue for many countries. The combination of a variety of local factors that cause deterioration raises the needs for local survey for bridges. Concrete bridges in Albania ...
  • Nikola Cekic; University in Nis; Olivera Ilic; University in Nis; Aleksandar Jovanovic; University in Nis (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The topical issue of academic population housing at the beginning of the 21st century, especially in the Balkan area is focused on the more rational urbarchitectonic, functional organization of characteristic floor plan ...
  • Gungor Turan; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Construction is one of the main sectors of the Albanian economy and among the three biggest contributors in the country's GDP total output. Its share in the economy has been increasing for the past years. According to the ...
  • Mustafa Kutanis; Sakarya University; Yavuz Abut; Kocaeli Metropolitan Municipality Structural Research Laboratory; Ismail H. Demir; Sakarya University; Elif Orak; Sakarya University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, multiple performance objectives under the various earthquake hazard levels are investigated. In case of well defined earthquake hazard, as an alternative of classical earthquake resistant design principles, ...
  • Edmond, Manahasa; Odeta, Manahasa (International Balkans Conferance on Challenges of Civil Engineering, 2011-05-19)
    This study examines the covering structures of the existing mosques built during Ottoman Empire period in Albania. The historical information and especially the plan schemes are taken from the existing sources. The buildings ...
  • Arian Lako; Polytechnic University of Tirana,; Markel Baballeku; Polytechnic University of Tirana, (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper investigates seismic capacity and probable damages assessment from earthquakes on existing buildings, more specifically, Archeological Museum building. Also, in this paper one of the techniques (reinforced ...
  • N. Cetinkaya; Inonu University; I. Turkmen; Inonu University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Masonary school buildings were damaged very heavly or coolapsed in Karakocan-Elazig-Turkey earthquake with M=6.0 occurred on 08 March 2010 at 04:32 a.m. (local time) at eastern Turkey and caused the loss of life and heavy ...
  • Artur Roshi; Albanian Constructions Institute (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Rain vibration of cables is becoming a matter of great concern recently in Japan for design and construction of cables-stayed- bridges. The features of rain vibration are the strong influence of rain on wind-induced ...
  • Erion PERIKU; Epoka University; Yavuz YARDIM; Epoka University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Over the past decades Albania has built many new bridges and roads. The construction of these bridges and roads has been done under different periods and characterized from different types of construction codes. The work ...
  • Dhimiter Sotja; Polytechnical University of Tirana; Enkelejda Sotja; Polytechnical University of Tirana; Shkelqim Gjevori; 3Albanian Transport Institute; Koci Doraci; Polytechnical University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this paper is proposed the measuring of car deceleration, while the vehicle has beenforced to coastdown, in two different loads (partially and fully loaded). Two equations ofmotion are used (considering load effect) to ...
  • Mustafa Tombul; Anadolu University; Fatma Tombul; Anadolu University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Standardized Precipitation Index (SPI) is the most widely used drought index which provides good estimates on the drought intensity based on the size of the temporal and spatial dimensions. The main advantage of the SPI ...
  • Adem Akpinar; Gumushane University; Murat Ihsan Komurcu; Karadeniz Technical University; Murat Kankal; Karadeniz Technical University; Hizir Onsoy; Karadeniz Technical University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The main objective in doing the present study is to investigate the sustainable development ofhydropower plants in two adjacent basins being located in northeast of Turkey, which are the Coruhriver basin being the least ...
  • Abdurrahmaan Lotfy; Ryerson University; Mohamed Lachemi; Ryerson University; Anwar Hossain; Ryerson University; Erdogan Ozbay; Mustafa Kemal University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    A response surface method was carried out to model the influence of key mixtureparameters on properties affecting the performance of Expended Furnace Slag - LightweightSelf Consolidating Concrete (FS-LWSCC). Three key ...
  • Birol Kaya; Dokuz Eylul University; Gokmen Tayfur; Izmir Institute of Technology; Gokmen Tayfur; Izmir Institute of Technology (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Sediment transport is crucial for designing, and operating hydraulic structures. Hence, itsprediction has forced researches to study it through experimental and mathematical modeling works. Mathematical modeling has gained ...
  • Gokmen Tayfur; Izmir Institute of Technology (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Transient sediment waves are solved by the double decomposition (DD) method. The method solves the parabolic partial differential equation by decomposing the solution function into summation of M number of components. The ...

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