American Journal of Civil Engineering and Architecture
ISSN (Print): 2328-398X ISSN (Online): 2328-3998 Website: http://www.sciepub.com/journal/ajcea Editor-in-chief: Mohammad Arif Kamal
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American Journal of Civil Engineering and Architecture. 2014, 2(4), 143-148
DOI: 10.12691/ajcea-2-4-4
Open AccessArticle

Finite Element Analysis for the Modelling of Building Structures in Three Dimensional Schemes

Czeslaw Miedzialowski1 and Joanna Kretowska2,

1Facultyof Civil and Environmental Engineering, Bialystok University of Technology, Bialystok, Poland

2PopeJohn II State School ofHigher Education, BialaPodlaska, Poland

Pub. Date: August 19, 2014

Cite this paper:
Czeslaw Miedzialowski and Joanna Kretowska. Finite Element Analysis for the Modelling of Building Structures in Three Dimensional Schemes. American Journal of Civil Engineering and Architecture. 2014; 2(4):143-148. doi: 10.12691/ajcea-2-4-4

Abstract

Three-dimensional analysis of building structure is a very complex problem and solution of this problem is often obtained via finite element method.The paper presents a set of finite elements used for the modelling of building structures taking into account soil-structures interaction. Finite elements of the structure are derived by using beam schemes including Timoshenko type beam. The finite elements descriptions are completed by plate state. The way of elements connections and the global system of equations are also defined. The finite elements of wall panels, floor slabs, joints ant contact type subsoilproposed in this study significantly reduce the number of unknowns. Two computational examples proved the efficiency and the computing possibilities of the presented model.

Keywords:
building structure modelling set of finite elements beam elements soil-structure interaction finite element method

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References:

[1]  H.S. Kim, D.G. Lee, “Analysis of shear wall with openings using super elements,” Engineering Structures, 25. 981-991. 2003.
 
[2]  H.S. Kim, D.G. Lee, “Efficient analysis of flat slab structures subjected to lateral loads,” Engineering Structures, 27. 251-263. 2005.
 
[3]  H.S. Kim, D.G. Lee, Ch. K. Kim, “Efficient three-dimensional seismic analysis of a high-rise building structure with shear walls,” Engineering Structures, 27. 963-976.2005
 
[4]  Kobiak J., Stachurski W., Reinforced concrete structutes, Arkady, Warsaw, 1984.
 
[5]  MiedziałowskiCz, “Three dimensional modelling wall structures for buildings,” Archives of Civil Engineering, XLI (2), 195-212. 1995.
 
[6]  MiedzialowskiCz. “Modelling of subsoil flexibility in computations of complex three-dimensional structural schemes of buildings,” Archives of Civil Engineering, XLII, (1), 83-102.1996.
 
[7]  Steckiewicz R., Basewicz E., Romanczuk E., Monitoring in the stage of realization of large-panel building OWT, Design and Research Works Department, Miastoprojekt, Bialystok, 1980 (in polish).
 
[8]  SteenbergenR.D.J.M., BlaauwendraadJ., “Closed-form super element method for tall buildings of irregular geometry”, International Journal of Solids and Structures, 44. 5576-5597. 2007.
 
[9]  Switka R., Approximated elastic half-space for the modelling elastic subsoil, Poznan Technical University, Poznan, 1968. (in polish).
 
[10]  ThimoshenkoS.P.., GoodierJ.N., Theory of elasticity, McGraw-Hill, New York, 1951
 
[11]  Zienkiewicz O. C., Taylor R. L. The finite element method, Butterworth-Heinemann, 2005.