DETERMINATION OF STRUCTURAL ELEMENTS INTENDED TO RESISTANCE AGAINST EARTQUAKE AND RENEWABLE ENERGY USAGE

Authors

  • Poyraz Kağan Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Praha 6 - Dejvice, Czech Republic
  • František Kulhánek Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Praha 6 - Dejvice, Czech Republic

DOI:

https://doi.org/10.51704/cjce.2015.vol1.iss2.pp85-90

Keywords:

sustainable design, office building, earthquake resistance, beamless slab design

Abstract

The primary aim of office buildings is to provide a working environment with innovative solutions for the inclusion of needs of all positions including administrative and managerial workers. While offices can be appearing in almost any building; requirements complicate the construction. These requirements can be due to legal regulations, and technical needs. This study focuses on combined solutions via determination and preliminary calculation of structural components intended to resistance against earthquake and usage of possible renewable energy sources. The project building consists of 10 floors by way of application of reinforced concrete in conjunction with convenient application of heating, ventilating, and air conditioning (HVAC) systems, PV installation, high level of solar gain and interchangeable design. Static calculations are based on Turkish standards as Turkey is located over large seismic zone.

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References

PV Potential Estimation Utility. JOINT RESEARCH CENTRE EUROPEAN COMMISSION. Interactive Maps [online]. 2015 [cit. 2015-02-10]. Dostupné z: http://re.jrc.ec.europa.eu/pvgis/apps4/pvest.php

ASIMGIL, Bedriye. Cam Bina Cephelerinin Optimizasyonunda Sürdürülebilir Mimarliğin Rolü. 2. Ulusal Çatı & Cephe Kaplamalarında Çağdaş Malzeme ve Teknolojiler Sempozyumu [online]. 2005 [cit. 2015-08-05]. Dostupné z: http://www.catider.org.tr/pdf/sempozyum/bildiri_11.pdf

NEUFERT, Peter a Ernst NEUFERT. Neufert Architects' Data. 3. Oxford, United Kingdom: Blackwell Sciences, 2002. ISBN 0632037768.

TS 500. Betonarme Yapıların Tasarım ve Yapım Kuralları (Requirements for Design and Construction of Reinforced Concrete Structures). Ankara: Turkish Standards Institute (TSE), 2000.

DBYYHY 2007. Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik (Regulation of Construction for Buildings in Seismic Zones). Ankara: Union of Chambers of Turkish Engineers and Architects, Civil Engineers Chamber, 2007.

TOPÇU, Ahmet. Betonarme 2. Eskişehir, 2015. Dostupné také z: http://mmf2.ogu.edu.tr/atopcu/index_dosyalar/Dersler/Betonarme2/Sunular/Betonarme_2_2.pdf. Lecture. Osmangazi University.

POYRAZ, Kağan. Convenient Modern Office Building. Prague, 2011. Master Thesis. Czech Technical University. Vedoucí práce Doc.Ing. František Kulhánek, CSc.

TS 825. Binalarda Isı Yalıtım Kuralları (Thermal Insulation Requirements for Buildings). Ankara: Turkish Standards Institute (TSE), 2008.

POYRAZ, Kağan. Buildings with Low Energy Consumption for the Republic of Turkey. Prague, 2015. Doctorate Dissertation.

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Published

2015-12-31

How to Cite

Kağan, P. and Kulhánek, F. (2015) “DETERMINATION OF STRUCTURAL ELEMENTS INTENDED TO RESISTANCE AGAINST EARTQUAKE AND RENEWABLE ENERGY USAGE”, Czech Journal of Civil Engineering, 1(2), pp. 85-90. doi: 10.51704/cjce.2015.vol1.iss2.pp85-90.

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Articles