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M. Kamiński and J. Szafran

reliability of steel frames. - Journal of Structural Safety, vol.25, pp.123-138. Kamiński M. (2013): The Stochastic Perturbation Method for Computational Mechanics. - Chichester: Wiley. Kamiński M. and Solecka M. (2013). Optimization of the aluminium and steel telecommunication towers using the generalized perturbation-based Stochastic Finite Element Method. - Journal of Finite Elements Analysis and Design, vol.63, No.1, pp.69-79. Kamiński M. and Strąkowski M. (2013): On the least squares stochastic finite element analysis of

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Maciej Sulowski

., vol. 1, 2007, no, 52, p. 97 [42] Sulowski, M.: Arch. Metall. Mater., vol. 52, 2007, no. 4, p. 617 [43] Sułowski, M., Faryj, K.: Arch. Metall. Mater., vol. 54, 2009, no. 1, p. 121 [44] Ciaś, A., Sułowski, M.: Arch. Metall. Mater., vol. 54, 2009, no. 4, p. 1093 [45] Ciaś, A.: Development and Properties of Fe-Mn-(Mo)-(Cr)-C Sintered Structural Steels. Krakow : AGH - Uczelniane Wydawnictwa Naukowo-Dydaktyczne, 2004 [46] Sułowski, M., Ciaś, A.: Arch. Metall. Mater., vol. 56, 2011, no. 2, p

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Florina Violeta Anghelina and Dan Nicolae Ungureanu

. [10] F.V. Anghelina, D.N. Ungureanu, V. Bratu, I.N Popescu, C.O. Rusanescu, Fine structure analysis of biocompatible ceramic materials based hydroxyapatite and metallic biomaterials 316L, Applied Surface Science 285 A, 65-71. [11] B.A. Olei, I. Ştefan, N. Popescu, The Influence of the Sintering Temperature on the Wear Testing for Some Steels Samples Obtained by Powder Metallurgy, Solid State Phenomena 216, 216-221. [12] I.N. Popescu, D. Bojin, I. Carceanu, G. Novac, F.V. Anghelina, Morphological and structural aspects using electronic

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J. Szafran and M. Kamiński

and practice in Japan. – Journal of Constructional Steel Research, vol.58, pp.71-97. [5] Fujino Y., Pacheco B.M., Nakamura S.I. and Warnitchai P. (1993): Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge . – Earthquake Engineering and Structural Dynamics, vol.22, pp.741-758. [6] Newland D.E. (1993): Radom Vibrations and Spectral Analysis. – Harlow: Longman Group. [7] Bathe K.J. (1996): Finite Element Procedures. Englewood Cliffs. – New York: Prentice Hall. [8] Hughes T.J.R. (2000): The

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M. Kamiński and Ł. Supeł

–350. [16] Park J.S., Stallings J.M. and Kang Y.J. (2004): Lateral–torsional buckling of prismatic beams with continuous topflange bracing . – Journal of Constructional Steel Research, vol.60, pp.147–160. [17] Bathe K.J. (1996): Finite Element Procedures . – Prentice Hall, Englewood Cliffs. [18] Zienkiewicz O.C. and Taylor R.L. (2005): Finite Element Method for Solid and Structural Mechanics . – 6th edition, Amsterdam: Elsevier. [19] Liszka T. and Orkisz J. (1980): The finite difference method at arbitrary irregular grids and its applications in

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B. Pokusiński and M. Kamiński

References [1] Lan T. (1999): Space Frame Structures . In Chen W.-F. & Lui E. (Eds.), Handbook of Structural Engineering (2nd ed.) – CRC Press, Boca Raton. [2] Szaniec W. and Biernacka K. (2013): Modal Analysis of Selected Bar Domes . – Structure and Environment, Kielce – vol.5, No.4, pp.15-20. [3] The European Union Regulation (2002a): Eurocode: Basis of structural design . [4] Pokusiński B. and Kamiński M. (2018): On influence of the response functions on the diagrid and orthogonal grillages reliability by the stochastic iterative

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M. Krajewski and P. Iwicki

References Autodesk Robot Structural Analysis Professional (2010). - Autodesk Inc. Biegus A. and Wojczyszyn D. (2004): Out of plane buckling length for trusses chords. (in Polish) - Inżynieria i Budownictwo, No.11, pp.607-610. Femap with Nastran N.X. (2009): Finite element modeling and post-processing Version 10.1.1. - Siemens Product Lifecyde Management Software Inc. Iwicki P. (2007): Stability of trusses with linear elastic side-supports. - Thin-Walled Structures, vol.45, No.10-11, pp.849

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P. Świta and M. Kamiński

.46, pp.2800-2808. [8] Steinböck A., Jia X., Höfinger G., Rubin H. and Mang H.A. (2008): Remarkable postbuckling paths analyzed by means of the consistently linearized eigenproblem . – International Journal for Numerical Methods in Engineering, vol.76, pp.156-182. [9] Kalos M.H. and Whitlock P.A. (1986): Monte Carlo Methods . – New York: Wiley. [10] PN-EN 1993-1-2:2005 Eurocode 3: Design of steel structures - Part 1- 2: General rules . Structural fire design. [11] Kleiber M. and Hien T.D. (1992): The Stochastic Finite Element Method

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K. Grębowski and M. Werdon

References Antecki P. and Wdowicki J. (2007): Building high-Di Wang Tower - Static, dynamic calculations and construction . – Poznan University of Technology. Balendra T. (1993): Vibration of Buildings to Wind and Earthquake Loads . – London: Springer – Verlag. Englekirk R.T. (2003): Seismic Design of Reinforced and Precast Concrete Buildings . – Wiley. Harries K.A. and Gong B. (2000): Behavior and design of reinforced concrete, steel and steel-concrete coupling beams . – Earthquake Spectra, vol.16, No.4, pp.775-800. Kapela M

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R. Grzejda

using the innovative beam model. - Structural Integrity and Life, vol.11, No.3, pp.147-156. Al-Nassar Y.N., Khurshid H. and Arif A.F.M. (2012): The effect of clearance and pre-tension on the performance of a bolted-joint using 3D FEA. - Arabian Journal for Science and Engineering, vol.37, No.3, pp.749-763. Bucher Ch. and Ebert M. (2002): Nonlinear calculation of steel flange connections with measured imperfections (in German). - Stahlbau, vol.71, No.7, pp.516-522. Chakherlou T.N., Razavi M.J. and Aghdam A.B. (2012): On