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

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

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  • Hüseyin, Bilgin (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    This study focuses on, by means of a probabilistic approach, the seismic safety evaluation of a school building in Turkey designed before the introduction of modern anti-seismic codes. A typical school building which was ...
  • K. H., Bayagoob; Yavuz, Yardim; S. A., Ramoda (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Design charts are very useful for fast determining the percentage of reinforcement for singly and doubly reinforced concrete beams having known cross-sectional dimensions, characteristic strengths of the concrete and ...
  • Charis J., Gantes; Koulatsou, Konstantina (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The structural design of the cable-suspended steel roof covering the archaeological site of the School of Aristotle in Athens, Greece is presented. The preliminary architectural proposal, which was awarded first prize ...
  • Kuyumcu, Zeliha; Ates, Sevket (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The primary purpose of this study is to investigate stochastic responses of a cable-stayed bridge which is built on the Mississippi River in 1987 in USA, subjected to the spatially varying earthquake ground motion by ...
  • Koçak, Ali; Özçoban, Mehmet Şükrü; Ali, Coşar; Murat Ergenekon, Selçuk (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    It is necessary that infrastructure systems in urban areas remain functional, especially during various disasters. Drinking water should be provided without any disruption and waste water disposed without any adverse ...
  • Ibraimi, Shpresim (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The impossibility to provide building land in central urban areas imposes the need for new housing. The subject of this paper is to make a comparative dynamic analysis of different reinforced concrete structural systems, ...
  • Hussein, Ghedan; Taysi, Nildem (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Structural design of space frames requires appropriate form for a structure so that it can carry the imposed loads safely and economically. Traditional approaches towards the task of finding such forms for structures ...
  • 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 ...
  • Islami, Kleidi; Modena, Claudio (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    This work presents the seismic evaluation of a large network of infrastructures located in the Veneto Region in the North-East of Italy. A large bridge database was subject to investigation, and simplified automated ...
  • Isufi, Brisid; Baballëku, Markel (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Structural Eurocodes introduce an important concept, the “structural reliability”. The Albanian code “KTP – Kushtet Teknike të Projektimit”, does not define this term. From this, several difficulties might arise, ranging ...
  • Gantes, Charis J.; Melissianos, Vasileios (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Various alternative numerical analysis methods that are used to simulate the response of buried steel pipelines subjected to large imposed displacements triggered by seismic fault activation are presented. Due to the ...
  • 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 ...
  • 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 ...
  • ŞAHİN, Hümeyra; ALYAMAÇ, Kürşat Esat; ERDOĞAN, Ali Sayıl (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Reinforced concrete structural walls are widely used in design of the lateral load resisting systems. Reinforced concrete structural walls allowed to economic and architectural designs in accordance with directions in ...
  • Rrapo, Ormeni; Edmond, Dushi; Astrit, Shatro; Adisa, Daberdini; Fatmir, Basholli (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The results of the analysis, based on the parameters of events and some features of seismicity that have occurred in the Lezha-Ulqini seismogenic zone during period of time 2001-2012, are presented in this paper. This ...
  • Sarıtaş, Fevzi (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Nonstationary earthquakes are very complex ground motions and they vibrate structural systems in asynchronous form. Spatial variation of an earthquake mainly originates from three sources; loss of coherence effects, wave ...
  • Lluka, Diana; Guri, Merita; Hajdari, Veronika; Ndoj, Alketa (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    The paper presents the design method for slender reinforced concrete column based on design code EC2. Rarely, when the column height is longer than typical story height and/or the column section is small relative to ...
  • Özen, Muhammet Ali; Yılmaz, Salih (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    Over the past few decades, due to the developments of chemical adhesives, usage of anchorages is spread out in strengthening applications. Anchorages have a vital role to ensure those applications accurate. In case of ...
  • Nuhoğlu, Ayhan; Yücekul, Kemal; Korkmaz, Kasım A. (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    In the present study, a practical approach is proposed for geometric nonlinear analysis of existing steel bridges. The approach is defined by finite element displacement direct rigidity procedure, which is based on an ...
  • Rahimić, Đani (International Balkans Conferance on Challenges of Civil Engineering, 2013-05-23)
    In this paper the results of load testing of several new road bridges constructed in Bosnia and Herzegovina are presented. Load testing of new road bridges with spans larger than 15m, prior to setting them into operation, ...

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