scholarly journals Fire Resistance of Partially Protected Cross-Laminated Timber Rooms

2015 ◽  
Author(s):  
Alejandro Medina Hevia
2017 ◽  
Vol 95 (6) ◽  
pp. 062004
Author(s):  
Vladan Henek ◽  
Václav Venkrbec ◽  
Miloslav Novotný

2013 ◽  
Vol 139 (12) ◽  
pp. 04013018 ◽  
Author(s):  
Massimo Fragiacomo ◽  
Agnese Menis ◽  
Isaia Clemente ◽  
Giovanna Bochicchio ◽  
Ario Ceccotti

2019 ◽  
Vol 107 ◽  
pp. 126-136 ◽  
Author(s):  
Lech Muszyński ◽  
Rakesh Gupta ◽  
Seung hyun Hong ◽  
Neil Osborn ◽  
Brent Pickett

BioResources ◽  
2021 ◽  
Vol 16 (4) ◽  
pp. 8489-8508
Author(s):  
Fabiana Y. Moritani ◽  
Carlos E. J. Martins ◽  
Alfredo M. P. G. Dias

State-of-the-art steel-timber composite structures (STC), using cold-formed steel (CFS) and cross-laminated timber (CLT), are considered in this review. Literature on this type of construction solution is reviewed to provide an overview of the characteristics and advantages of STC. Previous experimental and numerical studies with STC structures, mainly composite solutions with CFS beams and CLT panels, are discussed to assess the behavior of this structural typology. A comprehensive description of the connection systems performance in different STC structures is also provided. Furthermore, the design and analytical methods currently available are presented. Likewise, details on aspects related to dynamic properties and fire resistance are discussed.


2018 ◽  
Vol 54 (5) ◽  
pp. 1113-1148 ◽  
Author(s):  
Joachim Schmid ◽  
Michael Klippel ◽  
Alar Just ◽  
Andrea Frangi ◽  
Mattia Tiso

BioResources ◽  
2021 ◽  
Vol 16 (4) ◽  
pp. 8489-8508
Author(s):  
Fabiana Y. Moritani ◽  
Carlos E. J. Martins ◽  
Alfredo M. P. G. Dias

State-of-the-art steel-timber composite structures (STC), using cold-formed steel (CFS) and cross-laminated timber (CLT), are considered in this review. Literature on this type of construction solution is reviewed to provide an overview of the characteristics and advantages of STC. Previous experimental and numerical studies with STC structures, mainly composite solutions with CFS beams and CLT panels, are discussed to assess the behavior of this structural typology. A comprehensive description of the connection systems performance in different STC structures is also provided. Furthermore, the design and analytical methods currently available are presented. Likewise, details on aspects related to dynamic properties and fire resistance are discussed.


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