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Evaluation of Damage Indices for Rectangular Concrete-filled Steel Tube Structures

-walled steel SHS and RHS beam-columns subjected to cyclic loading. Thin-Walled Structures , 41 (9), 801-833. [20] Li, X., Lü, X., Guo, S. (2005). Seismic behavior of CFRT columns under cyclic loading I: Experimental study (press in Chinese). Earthquake Engineering and Engineering Dynamics , 25 (5), 95-103. [21] Yin, Y., Zhang, F., Ma, Y. (2012). Experimental research on seismic behavior of concrete-filled rectangular steel tubular columns (press in Chinese). Building Science Research of Sichuan , 38 (06), 190-192. [22] Lu, X., Lu, W. (2000). Seismic

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A Discontinuous Galerkin Finite Element Method for Dynamic of Fully Saturated Soil / Rzwiazanie Zadania Dynamiki Całkowicie Nawodnionego Gruntu Przy Zastosowaniu Mes Z Nieciagłym Sformułowaniem Galerkina W Czasie

media. Int J Numer Meth Eng., 5, 419-42, 1973. 6. O.C. Zienkiewicz, P. Bettess, Soils and other saturated media under transient dynamic conditions; General formulation and the validity of various simplying assumptions. [In:] G.N. Pande, O.C. Zienkiewicz, editors. Soil mechanics - transient and cyclic loads; 1982 [chapter 1]. 7. O.C. Zienkiewicz, A.H.C. Chan, M. Pastor, B.A. Scherefler, T. Shiomi, Computational Geomechanics with Special Reference to Earthquake Engineering. Wiley: Chichester, England, 1999. 8. R. de Boer

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The Classification of Mechanical Models of Road Pavements

), Scientific Publishers PWN (Wydawnictwo Naukowe PWN), Warsaw, 1982. 5. Cz. Eimer, “Theory of multiphase media” (in Polish), Theoretical and Applied Mechanics (Mechanika Teoretyczna i Stosowana) 10 (2) (1972) 243-258. 6. Cz. Woźniak, “Foundations of deformable bodies dynamics” (in Polish), Scientific Publishers PWN (Wydawnictwo Naukowe PWN), Warsaw 1969. 7. L. Wang, “Mechanics of Asphalt. Microstructure and Micromechanics”, McGraw-Hill, New York 2011. 8. J. Fish, K. Shek, “Multiscale analysis of composite materials and structures”, Composite Science

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Evaluation of Stiffness Degradation Curves from in Situ Tests in Various Soil Types

element test”, Dyna, 79: 10-18, 2012. 9. C. R. I. Clayton, “Stiffness at small strain: research and practice”, Geotechnique 61, (1), 2011. 10. B. M. Darendeli, “Development of a new family of normalized modulus reduction and material damping curves. PhD dissertation, University of Texas at Austin, TX, USA, 2001. 11. M. Dysli, W. Steiner, “Correlations in soil mechanics”. PPUR Presses Polytechniques, 92, 2011. 12. R. Dyvik, C. Madhus, “Lab measurements of Gmax using bender elements”, Advance in the art of testing soils under cyclic conditions (ed

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Evaluation Of Shear Capacity For Brick Masonry Walls

. Cyclic in-plane experimental tests for evaluation of shear capacity of brick masonry walls. 9 th International Masonry Conference. Guimaraes. Portugal. Partene, E. 2013. Numerical analysis for evaluation of shear capacity of brick masonry walls. Vienna Congress on Recent Advances in Eartquake Engineering and Structural Dynamics. Vienna, Austria.

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Technical-Economical Comparison Between Vertical Link Beam and Knee Brace Systems in Mid-Rise Steel Buildings

References Roeder, C.W, Lehman, D.E, Yoo J. H, “Performance-Based Seismic Design of Braced-Frame Gusset Plate Connections”, Connections in Steel Structures V-Amsterdam - June 3-4, 2004. Aristszabal-occhoa JD. “Disposable Knee Bracing: improvement in seismic design of steel frames” journal of structural engineering, ASCE 1986; 112(7): 1544-52 Balendra T., “Diagonal Brace with Ductile Knee Anchor for and Seismic Steel Frames”, Journal of Earthquake Engineering Structural Dynamics, Nol.19, 1990, pp. 847-858. Ming-Tuck Sam Thambirajah Balendra

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