Elastic design of steel-timber composite beams

References

• Asiz, A. and Smith, I. (2011) Connection system of massive timber elements used in horizontal slabs of Hybrid tall buildings. Journal of Structural Engineering, 137(11), 1390–1393.
   Web of Science ®Google Scholar
• CEN (2005a) Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. EN 1994-1-1.
   Google Scholar
• CEN (2005b) Eurocode 5. Design of timber structures - Part 1-1: General. Common rules and rules for buildings. EN-1995-1-1.
   Google Scholar
• Chiniforush, A. A., Alamdari, M. M., Dackermann, U., Valipour, H. R. and Akbarnezhad, A. (2019) Vibration behaviour of steel-timber composite floors, part (1): experimental & numerical investigation. Journal of Constructional Steel Research, 161, 244–257.
   Web of Science ®Google Scholar
• Chybinski, M. and Polus, L. (2019) Theoretical, experimental and numerical study of aluminium-timber composite beams with screwed connections. Construction and Building Materials, 226, 317–330.
   Web of Science ®Google Scholar
• Chybinski, M. and Polus, L. (2021) Experimental and numerical investigations of aluminium-timber composite beams with bolted connections. Structures, 34, 1942–1960.
   Web of Science ®Google Scholar
• Chybinski, M. and Polus, L. (2022) Mechanical behaviour of aluminium-timber composite connections with screws and toothed plates. Materials, 15, 1.
   Web of Science ®Google Scholar
• Falk, A. (2013) Timber-Based Material Hybrid Systems for Improved Environmental Performance. Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013. 23-27 September, Wroclaw University of Technology, Poland.
   Google Scholar
• Gagnon, S. and Pirvu, C. (2011) CLT Handbook: Cross-Laminated Timber (Québec: FPInnovations).
   Google Scholar
• Gustafsson, A., Crocetti, R., Landel, P., Olsson, J. r., Pousette, A. and Östman, B. (2019) The CLT Handbook (Swedish Wood: Föreningen Sveriges Skogsindustrier).
   Google Scholar
• Hassanieh, A., Chiniforush, A. A., Valipour, H. R. and Bradford, M. A. (2019) Vibration behaviour of steel-timber composite floors, part (2): evaluation of human-induced vibrations. Journal of Constructional Steel Research, 158, 156–170.
   Web of Science ®Google Scholar
• Hassanieh, A., Valipour, H. R. and Bradford, M. A. (2016a) Experimental and analytical behaviour of steel-timber composite connections. Construction and Building Materials, 118, 63–75.
   Web of Science ®Google Scholar
• Hassanieh, A., Valipour, H. R. and Bradford, M. A. (2016b) Experimental and numerical study of steel-timber composite (STC) beams. Journal of Constructional Steel Research, 122, 367–378.
   Web of Science ®Google Scholar
• Hassanieh, A., Valipour, H. R. and Bradford, M. A. (2016c) Load-slip behaviour of steel-cross laminated timber (CLT) composite connections. Journal of Constructional Steel Research, 122, 110–121.
   Web of Science ®Google Scholar
• Hassanieh, A., Valipour, H. R. and Bradford, M. A. (2017a) Composite connections between CLT slab and steel beam: experiments and empirical models. Journal of Constructional Steel Research, 138, 823–836.
   Web of Science ®Google Scholar
• Hassanieh, A., Valipour, H. R. and Bradford, M. A. (2017b) Experimental and numerical investigation of short-term behaviour of CLT-steel composite beams. Engineering Structures, 144, 43–57.
   Web of Science ®Google Scholar
• Heinisuo, M., Mela, K., Pajunen, S. and Malaska, M. (2019) New steel-composite beam, Nordic system. XII Conference on Steel and Composite Construction. Coimbra, Portugal: ce/papers, 193-202.
   Google Scholar
• Heinisuo, M. and Pajunen, S. (2021) CLT beam analysis using classical elastic theory of layered beams. Rakenteiden Mekaniikka (Journal of Structural Mechanics), 54(4), 143–171.
   Google Scholar
• Karki, D. and Far, H. (2021) State of the art on composite cold-formed steel flooring systems. Steel Construction-Design and Research, 14(2), 117–127.
   Web of Science ®Google Scholar
• Karki, D., Far, H. and Saleh, A. (2021) Numerical studies into factors affecting structural behaviour of composite cold-formed steel and timber flooring systems. Journal of Building Engineering, 44.
   Web of Science ®Google Scholar
• Kyvelou, P., Gardner, L. and Nethercot, D. A. (2017) Design of composite cold-formed steel flooring systems. Structures, 12, 242–252.
   Web of Science ®Google Scholar
• Kyvelou, P., Reynolds, T. P. S., Beckett, C. T. S. and Huang, Y. E. (2021) Experimental investigation on composite panels of cold-formed steel and timber. Engineering Structures, 247.
   Web of Science ®Google Scholar
• Loss, C. and Davison, B. (2017) Innovative composite steel-timber floors with prefabricated modular components. Engineering Structures, 132, 695–713.
   Web of Science ®Google Scholar
• Loss, C., Piazza, M. and Zandonini, R. (2015) Innovative construction system for sustainable buildings. Structural Engineering: Providing Solutions to Global Challenges. Geneva, Switzerland.
   Google Scholar
• Loss, C., Piazza, M. and Zandonini, R. (2016a) Connections for steel-timber hybrid prefabricated buildings. part I: Experimental tests. Construction and Building Materials, 122, 781–795.
   Web of Science ®Google Scholar
• Loss, C., Piazza, M. and Zandonini, R. (2016b) Connections for steel-timber hybrid prefabricated buildings. part II: Innovative modular structures. Construction and Building Materials, 122, 796–808.
   Web of Science ®Google Scholar
• Masoudnia, R. (2020) State of the art of the effective flange width for composite T-beams. Construction and Building Materials, 244.
   Web of Science ®Google Scholar
• Masoudnia, R., Hashemi, A. and Quenneville, P. (2018) Predicting the effective flange width of a CLT slab in timber composite beams. Journal of Structural Engineering, 144, 7.
   Web of Science ®Google Scholar
• Möhler, K. (1956) Über das Tragverhalten von Biegeträgern und Druckstäben mit Zusammengesetzten Querschnitten und Nachgiebigen Verbindungsmitteln (Germany: Technische Universität Karlsruhe).
   Google Scholar
• Parland, H. (1946) Yhdistettyjen puukannattajien lujuus (Strength of composite wooden structures). Helsinki.
   Google Scholar
• Rafik, Y. I. (1982) Influence of sheathing gaps on wood floor systems. Wood And Fiber Science, 15(3), 190–202.
   Web of Science ®Google Scholar
• Roncari, A., Gobbi, F. and Loss, C. (2021) Nonlinear static seismic response of a Building equipped with Hybrid cross-laminated timber floor diaphragms and concentric X-braced steel frames. BuildingS, 11(1).
   Web of Science ®Google Scholar
• Stamm, K. and Witte, H. (1974) Sandwichkonstruktionen (Wien: Springer).
   Google Scholar
• Yang, R., Li, H. T., Lorenzo, R., Ashraf, M., Sun, Y. F. and Yuan, Q. (2020) Mechanical behaviour of steel timber composite shear connections. Construction and Building Materials, 258.
   Web of Science ®Google Scholar
• Yang, R., Wan, J., Zhang, X. and Sun, Y. (2021) Modelling of steel-timber composite beams: validation of finite element model and parametric study. Wood Research, 66(5), 806–820.
   Web of Science ®Google Scholar