Performance of reversible timber connections in Australian light timber framed panelised construction

[1]  Minjuan He,et al.  Mechanical performance of pre-fabricated metal dovetail connections for Cross-Laminated Timber (CLT) structures , 2021 .

[2]  Minghao Li,et al.  Experimental study on orthogonal joints in cross-laminated timber with self-tapping screws installed with mixed angles , 2020 .

[3]  Li-zhong Jiang,et al.  Experimental Investigation on the Seismic Behavior of the Semi-Rigid One-Way Straight Mortise-Tenon Joint of a Historical Timber Building , 2020, International Journal of Architectural Heritage.

[4]  M. Popovski,et al.  Group Effects for Shear Connections with Self-Tapping Screws in CLT , 2019, Journal of Structural Engineering.

[5]  Kristopher Orlowski,et al.  Assessment of Manufacturing Processes for Automated Timber-Based Panelised Prefabrication , 2019, Buildings.

[6]  N. De Temmerman,et al.  A greenhouse that reduces greenhouse effect: how to create a circular activity with construction waste? , 2019, IOP Conference Series: Earth and Environmental Science.

[7]  Morten Birkved,et al.  Potential of Circular Economy in Sustainable Buildings , 2019, IOP Conference Series: Materials Science and Engineering.

[8]  P. Schroeder,et al.  The Relevance of Circular Economy Practices to the Sustainable Development Goals , 2019 .

[9]  Tharaka Gunawardena,et al.  Performance Review of Prefabricated Building Systems and Future Research in Australia , 2019, Buildings.

[10]  Antonio Borri,et al.  Repair and Reinforcement of Historic Timber Structures with Stainless Steel—A Review , 2019, Metals.

[11]  C. Loss,et al.  Simple cross-laminated timber shear connections with spatially arranged screws , 2018, Engineering Structures.

[12]  Richard Gruner,et al.  Strategies for Applying the Circular Economy to Prefabricated Buildings , 2018, Buildings.

[13]  Miguel Yurrita,et al.  Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners , 2018, Engineering Structures.

[14]  Robert Jockwer,et al.  Review of design approaches and test results on brittle failure modes of connections loaded at an angle to the grain , 2018, Engineering Structures.

[15]  P. Quenneville,et al.  Mode Cross-Over and Ductility of Dowelled LVL and CLT Connections under Monotonic and Cyclic Loading , 2018, Journal of Structural Engineering.

[16]  Pierre Quenneville,et al.  Overstrength of dowelled CLT connections under monotonic and cyclic loading , 2018, Bulletin of Earthquake Engineering.

[17]  Ivan Giongo,et al.  Mechanical characterization of a pre-fabricated connection system for cross laminated timber structures in seismic regions , 2017, Engineering Structures.

[18]  Francesco Pomponi,et al.  Circular economy for the built environment: A research framework , 2017 .

[19]  P. Gustafsson,et al.  Impact of knots on the fracture propagating along grain in timber beams , 2017 .

[20]  R. Brandner,et al.  Block shear fialure mode of axially loaded groups of screws , 2016 .

[21]  Richard Tucker,et al.  Overcoming barriers to the reuse of construction waste material in Australia: a review of the literature , 2016 .

[22]  Karen Manley,et al.  Adoption of prefabricated housing–the role of country context , 2016 .

[23]  Thierry Descamps,et al.  Analysis and strengthening of carpentry joints , 2015 .

[24]  S. Evans,et al.  A literature and practice review to develop sustainable business model archetypes , 2014 .

[25]  Eva Frühwald Hansson,et al.  Analysis of structural failures in timber structures: Typical causes for failure and failure modes , 2011 .

[26]  Roberto Tomasi,et al.  Theoretical and experimental analysis of timber-to-timber joints connected with inclined screws , 2010 .

[27]  Wen-Shao Chang,et al.  Experimental study on mechanical performance of all-softwood pegged mortice and tenon connections , 2008 .

[28]  Maurizio Piazza,et al.  Mechanics of Plain and Retrofitted Traditional Timber Connections , 2000 .

[29]  Greg Foliente,et al.  Design of timber structures subjected to extreme loads , 1998 .

[30]  Andrea Polastri,et al.  Structural performance of a hybrid timber wall system for emergency housing facilities , 2021 .

[31]  Katherine Tebbatt Adams,et al.  Reuse of building products and materials – barriers and opportunities , 2017 .

[32]  W. Debacker,et al.  How do current policies support a transition towards a circular economy in the built environment? , 2017 .

[33]  Global Roadmap towards low-GHG and resilient buildings , 2016 .

[34]  Reinhard Brandner,et al.  Group action of axially-loaded screws in the narrow face of cross laminated timber , 2016 .

[35]  Andrea Frangi,et al.  Design model for inclined screws under varying load to grain angles , 2014 .

[36]  Stephen Pullen,et al.  Reconsidering sustainable building and design: lessons from China, Germany and Australia , 2012 .

[37]  H. Krenn,et al.  Joints with inclined Screws and Steel Plates as outer Members , 2009 .

[38]  Peter Walker,et al.  Strength and Stiffness of All-Timber Pegged Connections , 2009 .

[39]  C. Kibert.  Deconstruction: the start of a sustainable materials strategy for the built environment , 2003 .

[40]  K. W. Johansen,et al.  Theory of Timber Connections , 1949 .