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Estimation of Stresses in a Dry Sand Layer Tested on Shaking Table

References Chen W. F. (1975) Limit Analysis and Soil Plasticity , Elsevier, Amsterdam. Derski W., Izbicki R., Kisiel I., Mróz Z. (1988) Rock and Soil Mechanics , PWN Warsaw & Elsevier, Amsterdam/Oxford/New York/Tokyo. Dolce M., Cardone D., Ponzo F. C., Valente C. (2005) Shaking table tests on reinforced concrete frames without and with passive control systems, Earthquake Engineering and Structural Dynamics , 34, 1687-1717, doi: 10.1002/eqe.501. Jankowski R. (2010a) Experimental study

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Seismic Response of Reactive Powder Concrete Columns Confined with FRP

. – Xu, J. (2018) An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures. Bulletin of Earthquake Engineering 16, pp. 5425–5452. GangaRao, H. V. S. – Taly, N. – Vijay, P. V. (2007) Reinforced concrete design with FRP composites. Englewood Cliffs, CRC Press, USA. Guidi, G. (2011) Displacement capacity of load-bearing masonry as a basis for seismic design. Ph.D. Thesis, Civil Engineering Dept, University of Toronto, Toronto, Canada. Ho, J. C. M. – Lam, J. Y

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Towards periodic and time-referenced flood risk assessment using airborne remote sensing

ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN, Kos Island, Greece. Di Baldassarre, G., Viglione, A., Carr, G., Kuil, L., Salinas, J. L., Blöschl, G., 2013. Socio-hydrology: Conceptualising human-flood interactions. Hydrology and Earth System Sciences, 17, 8, 3295–3303. Dietterich, T.G., 2000. Ensemble methods in machine learning. Multiple Classifier Systems, 1857, 1–15. DORIS, 2015. Digital Upper Austrian spatial information system. Data available under Dorn

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Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines

) Experimental investigations of the cyclic mobility of saturated sand (in Polish), Inżynieria Morska i Geotechnika , 4, 271–280. Tsuchida H. (1970) Prediction and counter measure against the liquefaction in sand deposits (in Japanese), Seminar in the Port and Harbor Research Institute, Ministry of Transport. Xenaki V. C. and Athanasopoulos G. A. (2003) Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines, Soil Dynamics and Earthquake Engineering , 23 , 183–194. Yamamuro J. A. and Covert K. M. (2001

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Degradation of Functional Properties of Pseudoelastic NiTi Alloy Under Cyclic Loading: An Experimental Study

REFERENCES 1. Abeyaratne R., Kim S.-J. (1997), Cyclic effects in shape-memory alloys: a one-dimensional continuum model, International Journal of Solids and Structures , 34(25), 3273-3289. 2. Auricchio F., Boatti E., Conti M. (2015), SMA Biomedical Applications, Shape Memory Alloy Engineering , Chapter 11, 307-341. 3. Auricchio F., Marfia S., Sacco E. (2003), Modelling of SMA materials: training and two way memory effect, Computers & Structures , 81, 2301-2317. 4. ASTM F2516-14 (2014), Standard Test Method for Tension Testing of

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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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Modeling of Semi-Active Vehicle Suspension with Magnetorhological Damper

References [1] BIGOŠ, P. - PUŠKÁR, M., KOPAS, M. Design of Mechatronic System Specified for Feedback Required in Development of Combustion Engines. Procedia Engineering. Volume 48, 2012, p. 30-34. ISSN 1877-7058. [2] D H WANG - W H Liao, 2011. Magnetorheological fluid dampers a review of parametric modelling : výskumná správa. Hong Kong : CUHK, 2011, 35 s. [3] ERSOY, M. - HEISSING, B. 2011. Chassis Handbook: Fundamentals, Driving Dynamics, Components, Mechatronics, Perspectives. Berlin : MercedesDruck, 2011. 616

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Modelling of the Response of Partially Saturated Non-cohesive Soil Subjected to Undrained Loading

References Bian H., Shahrour I. (2009) A numerical model for unsaturated soils under seismic loading – application to liquefaction, Journal Soil Dynamics and Earthquake Engineering , 29 (2), 237–244. Fredlund, D. G. (1976): Density and compressibility characteristics of air-water mixtures, Canadian Geotechnical Journal , 13 (4), 386–396. Fredlund D. G., Rahardjo H. (1993) Soil mechanics for unsaturated soils , Wiley, New York. Geoteko (2012) The report on laboratory tests of undisturbed tailings samples taken from TSF Ż elazny Most

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Applicability of Notch Stress-Strain Correction Methods to Low-Cycle Fatigue Life Prediction of Turbine Rotors Subjected to Thermomechanical Loads

turbine rotors, International Journal of Fatigue , 113, 311-323. 5. Bednarski T. (1995), Mechanics of plastic flow , PWN, Warsaw (in Polish). 6. Buczyński A., Glinka G . (1997), Elastic-plastic stress-strain analysis of notches under non-proportional loading, 5th International Conference on Biaxial/Multiaxial Fatigue and Fracture , Cracow. 7. Buczyński A., Glinka G. (2001), An analysis of elasto-plastic strains and stresses in notched bodies subjected to cyclic non-proportional loading paths, 6th International Conference on Biaxial

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Numerical Model of a Hybrid Damping System Composed of a Buckling Restrained Brace with a Magneto Rheological Damper

References [1] Wenke, T. & Eric, ML. (2014). Hybrid Recentering Energy Dissipative Device for Seismic Protection, Hindawi Publishing Corporation Journal of Structures , vol 2014 , ID 262409. [2] Amadio, C., Clamente, I., Macorini, L. & Fragiacomo, M. (2008). Seismic behavior of hybrid systems made of PR composite frames coupled with dissipative bracings, Earthquake Engineering and Structural Dynamics, 37,861-879, Published online in Wiley InterScience DOI: 10.1002/eqe.790. [3] Kim, D.H. (2013). Experimental Study on the Seismic Performance of

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