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B. Grzeszykowski and E. Szmigiera

R eferences 1. CEN, EN 1994-1-1:2008 - Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. 2008. 2. E. Szmigiera, M. Niedośpiał, B. Grzeszykowski, “Projektowanie konstrukcji zespolonych stalowo-betonowych, część 1, elementy zginane”, PWN, Warsaw, Poland, 2019. 3. W. Lorenc, “Boundary approach in shape study of composite dowel shear connector”, Archives of Civil and Mechanical Engineering, 9(4): pp 55-66, 2009. 4. M. Kopp, K. Wolters, M. Claßen, J. Hegger, M. Gündel, J. Gallwoszus

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Yabo Wang, H. T. Liu, G. F. Dou, C. H. Xi and L. Qian

fibre reinforced cementitious composites: the role of ‘‘casting-flow induced’’ fibre orientation. Mater Struct 2011;44(1):109-28. 17. Luca Facconi , Fausto Minelli , Giovanni Plizzari. Steel fibre reinforced self-compacting concrete thin slabs - Experimental study and verification against Model Code 2010 provisions.Engineering Structures 122 (2016) 226-237 18. Yousheng Tao. Analysis on energy saving effect of aerated concrete building [J]. NEW BUILDING MATERIALS 2005(01) (in Chinese). 19. Zhouhong Zhang, Feng Liu, Lijuan

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P.G. Kossakowski

Engineering, 56 , 1, 69-88, 2010. 4. U. Radoń, Analysis of reliability and stability of bar structures, Archives of Civil Engineering, 56 , 2, 155-172, 2010. 5. M. Kamiński, P. Swita, Reliability modeling in some elastic stability problems via the generalizedstochastic finite element method, Archives of Civil Engineering, 57 , 3, 275-295, 2011. 6. J. Chróścielewski, M. Rucka, K. Wilde, W. Witkowski, Formulation of spectral truss element forguided waves damage detection in spatial steel trusses, Archives of Civil Engineering

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P. G. Kossakowski

nonproportional loading” International Journal of Damage Mechanics: 1, 191-236, 1992. 13. K. Saanouni, C. H. Foster, F. B. Hatira, “On the anelastic flow with damage”, Int. J. Damage Mech.: 3, 140-169, 1994. 14. S. F. Taher, M. H. Baluch, A. H. Al-Gadhib, “Towards a canonical elastoplastic damage model”, Engineering Fracture Mechanics: 48, 151-166, 1994. 15. P. G. Kossakowski, “The influence of microstructural defects on the stress state of S235JR steel under plastic deformation”, Solid State Phenomena: 250, 69-76, 2016

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P.G. Kossakowski

References 1. D. Teirlinck, F. Zok, J.D. Embury, M.F. Ashby, Fracture Mechanism Maps in Stress Space, Acta Metallurgica’ 36, 5, 1213-1228, 1988. 2. A.L. Gurson, Continuum Theory of Ductile Rupture by Void Nucleation and Growth: Part I - Yield Criteria and Flow Rules for Porous Ductile Media, Journal of Engineering Materials and Technology, Transactions of the ASME, 99, 1, 2-15, 1977. 3. V. Tvergaard, Influence of Voids on Shear Band Instabilities under Plane Strain Conditions, International Journal of Fracture

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J. Bian and Zx. Ge

References 1. V. Samardzic, E. S. Geskin, G. A. Atanov, et al. Investigation of the Material Welding Using the High-Speed Liquid Impact. Journal of Materials Engineering & Performance, 17(3):369-375, 2008. 2. D. Deng, H. Murakawa. Numerical simulation of temperature field and residual stress in multi-pass welds in stainless steel pipe and comparison with experimental measurements. Computational Materials Science, 37(3):269-277, 2006. 3. L. Chen, G. R. Liu, K. Zeng, et al. A novel variable power singular element

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Eethar Thanon Dawood and Mahyuddin Ramli

References 1. F. Burak, S. Turkel & Y. Altuntas, Hybird fibers reinforced self-compacting concrete with high-volume coarse fly ash, Const. & Build. Mater. 21, 150-156, 2007. 2. F. Burak, S. Turkel & Y. Altuntas, Effects of steel fibers reinforcement on surface wear resistance on self compacting repair mortar, Cem. & Conc. Comp. 29, 391-396, 2007. 3. L. Gang, K. Wang & T.J. Rudolphi, Modeling reheological behavior of highly flowable mortar using concepts of particle and fluid mechanics, Cem. & Conc. Comp. 30, 1

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M. Rucka, W. Witkowski, J. Chróscielewski and K. Wilde

with transverse crack, Finite Elements in Analysis and Design 40, 1729-1751, 2004. 4. T. Patera, A spectral element method for fluid dynamics: laminar flow in a channel expansion. Journal of Computational Physics 54, 468-488, 1984. 5. C. Canuto, M.Y. Hussaini, A. Quarteroni, T.A. Zang, Spectral Methods in Fluid Dynamics, Springer Verlag, Berlin, Heidelberg 1998. 6. R. Sridhar, A. Chakraborty, S. Gopalakrishnan, Wave propagation analysis in anisotropic and inhomogeneous uncracked and cracked structures using

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A.K. Nicał

. Yoon, Y. Kim, J. Ryu, C. Choi, “Realtime 4D CAD + RFID for Project Progress Management”, Proceedings of Construction Research Congress, San Diego California, pp 33–43, 2005. 8. S. Chin, S. Yoon, C. Choi, C. Cho, “RFID+4D CAD for progress management of structural steel works in high-rise buildings”, Journal of Computer in Civil Engineering, ASCE 22, pp 74–89, 2008. 9. A. Foremny, A. Nicał, “Building Information Modeling: stan obecny i kierunki rozwoju”, Autobusy: technika, eksploatacja, systemy transportowe, pp 1759-1766, 2013. 10. A. K. Nicał, W

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M. Ataman

-EN 1991-2”, Drogownictwo 4, 2011, str.135-140. 8. M. Mensinger, R.R. Fard, A. Hacker, A. Nässl, „Validation of the dynamic amplification factor in case of historic railway steel bridges with short and medium spans”, Procedia Engineering 156, 2011,pp. 233-240. 9. P. Paultre, O. Chaallal, J. Proulx, „Bridge dynamics and dynamic amplification factors – A review of analytical and experimental findings”, Canadian Journal of Civil Engineering, 19, 1992, pp. 260-278. 10. PN-EN 1991-2 Eurokod 1: Oddziaływania na konstrukcje. Część 2: Obciążenia ruchome mostów