Development of an Innovative Approach for the Renovation of Timber Floors with the Application of CLT Panels and Structural Glass Strips

References

• Antolinc, D., R. Zarnic, F. Cepon, V. Rajcic, and Mislav Stepinac. 2012. “Laminated Glass Panels in Combination with Timber Frame as a Shear Wall in Earthquake Resistant Building Design.” In Challenging Glass 3, 623–632. Delft: IOS Press. doi:10.3233/978-1-61499-061-1-623.
   Google Scholar
• Bejtka, I., and H. J. Blass. 2002. “Joints with Inclined Screws.” In Proceedings of Meeting Thirty-Five of the International Council for Research and Innovation in Building and Construction, CIB, Working Commission W18–Timber Structure. Japan: International Council for Research and Innovation in Building and Construction.
   Google Scholar
• Belis, J., D. Callewaert, D. Delincé, and R. Van Impe. 2009. Experimental failure investigation of a hybrid glass/steel beam. Engineering Failure Analysis 16 (4):1163–73. doi:10/fs57zd.
   Web of Science ®Google Scholar
• Berg, G. 2005. Holzbalkendecke Bohlen Machen’s spannend. Mikado (no. 1–2).
   Google Scholar
• Biolzi, L., S. Cattaneo, and G. Rosati. 2010. Progressive damage and fracture of laminated glass beams. Construction and Building Materials 24 (4):577–84. doi:10/c3njcm.
   Web of Science ®Google Scholar
• Branco, J. M., T. Descamps, and E. Tsakanika. 2018. Repair and strengthening of traditional timber roof and floor structures. In Strengthening and retrofitting of existing structures, 113–38. Springer. doi:10.1007/978-981-10-5858-5_5.
   Google Scholar
• Bristogianni, T., F. Oikonomopoulou, L. Barou, F. Veer, R. Nijsse, E. Jacobs, and G. Frigo. 2018. Re3 glass: A new generation of recycable, reducible and reusable cast glass components for structural and architectural applications. SPOOL 5 (2).
   Google Scholar
• Corradi, M., A. Borri, G. Castori, and E. Speranzini. 2016. Fully reversible reinforcement of softwood beams with unbonded composite plates. Composite Structures 149:54–68. doi:10/gfb3kd.
   Web of Science ®Google Scholar
• Crocetti, R., T. Sartori, and R. Tomasi. 2014. Innovative timber-concrete composite structures with prefabricated FRC slabs. Journal of Structural Engineering 141 (9):04014224. doi:10.1061/(ASCE)ST.1943-541X.0001203.
   Web of Science ®Google Scholar
• Cruz, P., and J. Pequeno. 2008. Timber-glass composite structural panels: Experimental studies & architectural applications. Challenging glass. Conference on Architectural and Structural Applications of Glass, Delft, 449–58.
   Google Scholar
• DuPont de Nemours. 2008. SentryGlas® Plus Elastic Properties (SGP5000). Doc. Ref. SGP030718_1. Midland, MI: DuPont de Nemours.
   Google Scholar
• Deutsches Institut für Normung. 2015. DIN 18008: Glass in Building - Design and Constructions Rules Part 1: Terms and General Bases Part 2: Linearly Supported Glazing Part 2: Linearly Supported Glazing, Correction of DIN 18008-2 Part 3: Point Fixed Glazing Part 4: Additional Requirements for Anti-Drop Device Part 5: Additional Requirements for Accessible Glazing Part 6: Additional Requirements for Glazing.
   Google Scholar
• Dietsch, P., and R. Brandner. 2015. Self-tapping screws and threaded rods as reinforcement for structural timber elements–a state-of-the-art report. Construction and Building Materials 97:78–89. doi:10.1016/j.conbuildmat.2015.04.028.
   Web of Science ®Google Scholar
• ETA-Danmark A/S. 2017. European Technical Assessment ETA-12/0114 of 12/10/2017:SPAX Self-Tapping Screws: Screws for Use in Timber Constructions: Regulation (EU) No 305/2011, on the Basis of: European Assessment Document (EAD) No. EAD 130118-00-0603 ‘Screws for Timber Constructions.
   Google Scholar
• European Committee for Standardization. 2002. EN 1991-1-1; Eurocode 1. Actions on Structures. General Actions. Densities, Self-Weight, Imposed Loads for Buildings.
   Google Scholar
• European Committee for Standardization. 2004a. EN 1995-1-1; Eurocode 5: Design of Timber Structures. General. Common Rules and Rules for Buildings.
   Google Scholar
• European Committee for Standardization. 2004b. “EN 1992-1-1; Eurocode 2: Design of Concrete Structures. General Rules and Rules for Buildings.”
   Google Scholar
• European Committee for Standardization. 2005. EN 1990; Eurocode 0: Basis of Structural Design.
   Google Scholar
• European Committee for Standardization. 2015. EN 16351:2015; Timber Structures. Cross Laminated Timber. Requirements.
   Google Scholar
• European Committee for Standardization. 2016. EN 338:2016; Structural Timber. Strength Classes.
   Google Scholar
• European Committee for Standardization. 2017. PrEN 16612; Glass in Building. Determination of the Lateral Load Resistance of Glass Panes by Calculation.
   Google Scholar
• Feldmann, M., R. Kaspar, B. Abeln, A. Gessler, Katharina Langosch, J. Beyer, J. Schneider, S. Schula, G. Siebert, and A. Haese. 2014. Guidance for European structural design of glass components. Luxembourg: Publications Office of the European Union.
   Google Scholar
• Franke, S., B. Franke, and A. M. Harte. 2015. Failure modes and reinforcement techniques for timber beams–state of the art. Construction and Building Materials 97:2–13. doi:10/gfb3kg.
   Web of Science ®Google Scholar
• Gubana, A. 2015. State-of-the-art report on high reversible timber to timber strengthening interventions on wooden floors. Construction and Building Materials 97:25–33. doi:10.1016/j.conbuildmat.2015.06.035.
   Web of Science ®Google Scholar
• Hamm, J. 2000. Tragverhalten von Holz Und Holzwerkstoffen Im Statischen Verbund Mit Glas.
   Google Scholar
• Hamm, J. 2001. Development of timber-glass prefabricated structural elements. IABSE symposium report, vol. 85, 41–46. Lahti: International Association for Bridge and Structural Engineering.
   Google Scholar
• ICOMOS, International wood committee. 2017. Principles for the conservation of wooden built heritage. ICOMOS. http://iiwc.icomos.org/assets/iiwc-2017-principles-en2.pdf.
   Google Scholar
• Kevarinmäki, A. 2002. Joints with inclined screws. Proceedings CIBW18/35-7-3, Kyoto, Japan.
   Google Scholar
• Kolbitsch, A. 1989. Altbaukonstruktionen: Charakteristika Rechenwerte Sanierungsansätze. Vienna: Springer.
   Google Scholar
• Konrad, R., Z. Bogusław, K. Arkadiusz, M. Tekieli, and K. Furtak. 2019. The strength of wooden (Timber)-glass beams combined with the polyurethane adhesive-DIC and finite element analysis. In Structural Analysis of Historical Constructions: An Interdisciplinary Approach, edited by R. Aguilar, D. Torrealva, S. Moreira, M. Pando, and L. F. Ramos, 323–331. RILEM Bookseries. Switzerland: Springer.
   Google Scholar
• Kozłowski, M., and J. Hulimka. 2014. Load-bearing capacity of hybrid timber-glass beams. ACEE Journal 2:61–70.
   Google Scholar
• Krenn, H., and G. Schickhofer. 2009. Joints with inclined screws and steel plates as outer members. In Proceedings of Meeting Forty-Two of the International Council for Research and Innovation in Building and Construction, CIB, Working Commission W18–Timber Structures. Switzerland: International Council for Research and Innovation in Building and Construction.
   Google Scholar
• Lißner, K., and W. Rug. 2013. Holzbausanierung: Grundlagen Und Praxis Der Sicheren Ausführung. Berlin: Springer-Verlag Berlin Heidelberg.
   Google Scholar
• Lowe, E. 2010. All transparent conservation scheme for the Menokin Ruins. Challenging Glass Conference Proceedings 2:109–17.
   Google Scholar
• Masoudnia, R., A. Hashemi, and P. Quenneville. 2018. Predicting the effective flange width of a CLT slab in timber composite beams. Journal of Structural Engineering 144 (7):04018084. doi:10/gfgksg.
   Web of Science ®Google Scholar
• Oikonomopoulou, F., T. Bristogianni, L. Barou, R. van Hees, R. Nijsse, F. Veer, H. Schellen, and J. van Schijndel. 2017. Restorative glass: Reversible, discreet restoration using structural glass components. SPOOL 4 (2):39–43.
   Google Scholar
• Ouwerkerk, E. 2011. Glass Columns: A Fundamental Study to Slender Glass Columns Assembled from Rectangular Monolithic Flat Glass Plates under Compression as a Basis to Design a Structural Glass Column for a Pavilion.
   Google Scholar
• Pequeno, J. M., and P. J. S. Cruz. 2009. Timber-glass composite structural panels: Tectonics, sustainability & integrated energetic system solutions. Proceedings of the 11th International Conference on Architectural and Automotive Glass (Glass Performance Days), Tampere, Finland, 123–26.
   Google Scholar
• Premrov, M., and P. Dobrila. 2012. Experimental analysis of timber–concrete composite beam strengthened with carbon fibres. Construction and Building Materials 37:499–506. doi:10.1016/j.conbuildmat.2012.08.005.
   Web of Science ®Google Scholar
• Rabold, A., S. Bacher, and J. Hessinger. 2008. Holzbalkendecken in Der Altbausanierung Abschlussberich. Rosenheim: Ift Rosenheim.
   Google Scholar
• Riggio, M., R. Tomasi, and M. Piazza. 2014. Refurbishment of a traditional timber floor with a reversible technique: Importance of the investigation campaign for design and control of the intervention. International Journal of Architectural Heritage 8 (1):74–93. doi:10.1080/15583058.2012.670364.
   Web of Science ®Google Scholar
• Roensmaens, B., L. Van Parys, O. Carpentier, and T. Descamps. 2018. Refurbishment of existing timber floors with screwed CLT panels. International Journal of Architectural Heritage 12 (4):622–31. doi:10.1080/15583058.2018.1442522.
   Web of Science ®Google Scholar
• Skinner, J., C. Martins, J. Bregula, R. Harris, K. A. Paine, P. J. Walker, and A. Dias. 2014. Concrete upgrade to improve the vibration response of timber floors. Proceedings of the Institution of Civil Engineers: Structures and Buildings 167 (SB9):559–68.
   Google Scholar
• Tomasi, R., A. Crosatti, and M. Piazza. 2010. Theoretical and experimental analysis of timber-to-timber joints connected with inclined screws. Construction and Building Materials 24 (9):1560–71. doi:10.1016/j.conbuildmat.2010.03.007.
   Web of Science ®Google Scholar
• Wallner-Novak, M., J. Koppelhuber, and K. Pock. 2013. Brettsperrholz Bemessung–Grundlagen Für Statik Und Konstruktion Nach Eurocode  (“Cross Laminated Timber Design-Construction and Design According to Eurocode”). Edited by K. G. Gassner Redolfi, R. Gassner, M. Bachmann, and M. Wallner Novak. Vienna: proHolz Austria.
   Google Scholar
• Žigart, M., R. Kovačič Lukman, M. Premrov, and V. Žegarac Leskovar. 2018. Environmental impact assessment of building envelope components for low-rise buildings. Energy 163:501–12. doi:10/gfmgx4.
   Web of Science ®Google Scholar