AN EDUCATIONAL TOOL FOR OBSERVING SEISMIC BEHAVIOR OF 3D FRAME STRUCTURES
Yıl 2015,
Cilt: 33 Sayı: 2, 119 - 128, 01.06.2015
Rafet Şişman
Abdurrahman Şahin
Öz
This paper presents new educational software named Earthquake Simulator 3D which analyzes three dimensional frame structures under ground motion effect by using OpenSees and visualizes deformed shape of structure during earthquake by using MATLAB. The plan of structure can be created with the interactive drawing screen. Earthquake record and direction can be selected by user in the program. Parameters such as elastic modulus, shear modulus and surcharge loading can also be defined by user. This software may be used to give examples about structural behavior during an earthquake and can be useful for both civil engineering and earthquake engineering students. In addition to transient analysis, modal analysis can be carried out, mode shapes and modal frequencies can be calculated and observed.
Kaynakça
- [1] OPENSEES Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center
- [2] Zienkiewicz, O.C., The Finite Element Method in Engineering Science, McGraw-Hill, London, 1977.
- [3] Zienkiewicz, O.C.,Taylor, R.L., Zhu, J.Z. (2005). The Finite Element Method: Its Basis and Fundamentals (Sixth ed.). Butterworth-Heinemann. ISBN 0750663200.
- [4] Bathe, K.J. (2006). Finite Element Procedures. Cambridge, MA: Klaus-Jürgen Bathe. ISBN 097900490X.
- [5] Azer A. Kasımzade, Finite Element Method: Fundamentals and Application on Structural Mechanics, Birsen Yayınevi, 2004. (Language: Turkish)
- [6] MATLAB The Language of Technical Computing (R2010a), The MathWorks, Inc.
- [7] D. J. Ewins: (1995). Modal Testing: Theory, Practice and Application
- [8] Jimin He, Zhi-Fang Fu (2001). Modal Analysis, Butterworth-Heinemann. ISBN 0-7506-5079-6.
- [9] Heylen,W., Lammens, S., and Sas, P., Modal Analysis Theory and Testing, Department of Mechanical Engineering, Katholieke Universiteit Leuven, Faculty of Engineering, Division of Production Engineering, Machine Design & Automation, Leuven, Belgium, 2007.
- [10] Allemang, R.J., “Experimental Modal Analysis,” Report No. UC-SDRL-CN 20-263-663/664, Structural Dynamics Research Laboratory, Dept. of Mechanical, Industrial and Nuclear Engineering, Univ. of Cincinnati, Cincinnati, OH, 1999.
Yıl 2015,
Cilt: 33 Sayı: 2, 119 - 128, 01.06.2015
Rafet Şişman
Abdurrahman Şahin
Kaynakça
- [1] OPENSEES Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center
- [2] Zienkiewicz, O.C., The Finite Element Method in Engineering Science, McGraw-Hill, London, 1977.
- [3] Zienkiewicz, O.C.,Taylor, R.L., Zhu, J.Z. (2005). The Finite Element Method: Its Basis and Fundamentals (Sixth ed.). Butterworth-Heinemann. ISBN 0750663200.
- [4] Bathe, K.J. (2006). Finite Element Procedures. Cambridge, MA: Klaus-Jürgen Bathe. ISBN 097900490X.
- [5] Azer A. Kasımzade, Finite Element Method: Fundamentals and Application on Structural Mechanics, Birsen Yayınevi, 2004. (Language: Turkish)
- [6] MATLAB The Language of Technical Computing (R2010a), The MathWorks, Inc.
- [7] D. J. Ewins: (1995). Modal Testing: Theory, Practice and Application
- [8] Jimin He, Zhi-Fang Fu (2001). Modal Analysis, Butterworth-Heinemann. ISBN 0-7506-5079-6.
- [9] Heylen,W., Lammens, S., and Sas, P., Modal Analysis Theory and Testing, Department of Mechanical Engineering, Katholieke Universiteit Leuven, Faculty of Engineering, Division of Production Engineering, Machine Design & Automation, Leuven, Belgium, 2007.
- [10] Allemang, R.J., “Experimental Modal Analysis,” Report No. UC-SDRL-CN 20-263-663/664, Structural Dynamics Research Laboratory, Dept. of Mechanical, Industrial and Nuclear Engineering, Univ. of Cincinnati, Cincinnati, OH, 1999.