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Experimental confirmation for the validity of Ritz method in structural dynamic analysis

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The issue of Ritz vectors and their advantages is well-known in the field of structural engineering. This study deals with Ritz analysis and its experimental support. To that end, two different precast concrete molds were handled. Experiments were performed under vibration with the use of a computer-based data acquisition system. Transducers were used to measure displacement histories on the mold. Three dimensional finite element (3D FEM) simulation modeling of the concrete mold was carried out to obtain deflection histories on the mold. The computed displacement histories were compared with the experimental testing results. The comparisons show that the experimental and numerical results are compatible.
Rocznik
Strony
981--993
Opis fizyczny
Bibliogr. 21 poz., rys., tab.
Twórcy
autor
  • Dicle University, Engineering Faculty, Civil Engineering Department, 21280 Diyarbakır, Turkey
autor
  • Dicle University, Engineering Faculty, Civil Engineering Department, 21280 Diyarbakır, Turkey
Bibliografia
  • 1. Aktas G., Tanrikulu A.K., Baran T., 2014, Computer-aided mold design algorithm for precast concrete elements, ACI Materials Journal, 111, 1, 77-87
  • 2. Cunedioglu Y., 2011, Analyses of laminated cantilever composite beams by model order reduction techniques, Mechanics Based Design of Structures and Machines, 39, 22-45
  • 3. Dickens J.M., Wilson E.L., 1980, Numerical Method for Dynamic Substructure Analysis, UCB/EERC-80/20
  • 4. Dong Q., Matsui K., Yamamoto K., 2001, Time domain back calculation of pavement structure material properties using 3D FEM with Ritz vectors, International Journal of Geomechanics, 1, 325-336
  • 5. Guyan R.J., 1965, Reduction of stiffness and mass matrices, AIAA Journal, 3, 380
  • 6. Hansteen O.E., 1979, On the accuracy of mode superposition analysis in structural dynamics, Earthquake Engineering and Structural Dynamics, 7, 405-411
  • 7. Iskander M., Parikh S., Aboumoussa W., 2012, Apparent thermal coefficient of expansion of concrete building with restraint, ACI Materials Journal, 109, 1, 63-70
  • 8. Jung N., Patera A.T., Haasdonk B., Lohmann B., 2011, Model order reduction and error estimation with an application to the parameter-dependent eddy current equation, Mathematical and Computer Modelling of Dynamical Systems, 17, 561-582
  • 9. Karasin A., Gulkan P., 2007, Finite grid analogy for levy plates on generalized foundations, Turkish Journal of Engineering and Environmental Sciences, 31, 157-170
  • 10. Lee B., Pessiki S., 2008, Experimental evaluation of precast, prestressed concrete, three-wythe sandwich wall panels, PCI Journal, 53, 2, 1-21
  • 11. Mazurkiewicz L., Małachowski J., Baranowski P., Damaziak K., 2013, Comparison of numerical testing methods in terms of impulse loading applied to structural elements, Journal of Theoretical and Applied Mechanics, 51, 3, 615-25
  • 12. Muller-Rochholz J.F.W., Fiebrich M., Breitbach M., 1986, Measurement of horizontal bridge movements due to temperature, wind, and traffic loadings, ACI Special Publication, 94, 409-418
  • 13. Oh B.H., Kim K.S., 2004, Shear behavior of full-scale post-tensioned prestressed concrete bridge girders, ACI Structural Journal, 101, 2, 176-182
  • 14. ¨ Oz¨utok A., Madenci E., 2013, Free vibration analysis of cross-ply laminated composite beams by mixed finite element formulation, International Journal of Structural Stability and Dynamics, 13
  • 15. Powell G.H., 1979, Missing Nass Correction in Modal Analysis of Piping System, SMIRT Conf., Berlin
  • 16. SAP2000OR , 1999, Integrated finite element analysis and design of structures, Computers and Structures, Inc., Berkeley, California, USA
  • 17. Schendler R.G., MacNeal R.H., 1962, Optimum structural representation in aeroelastic analysis, Aeronautical Systems Division, WPAEB, Ohio, U.S.A., ASD-TR-61-680
  • 18. TEC Turkish Earthquake Code, 2007, Ministry of Public Works and Settlement, Specification for Structures to be Built in Disaster Areas, Government of Republic of Turkey
  • 19. Wenzel D., 1986, Compaction of concrete – principles, practice, special problems, Betonwerk + Fertigteil Technic, 52, 3, 153-158
  • 20. Wilson E.L., Yuan M.W., Dickens J.M., 1982, Dynamic analysis by direct superposition of Ritz vectors, Earthquake Engineering and Structural Dynamics, 10, 813-821
  • 21. Zhou L., Zheng W.X., 2008, Three-dimensional analysis of thick plates by MLS-Ritz method, International Journal of Structural Stability and Dynamics, 8, 77-101
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fd2c9777-cabe-4279-8035-2a4c34998781
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