Modelling of the Performance of Timber Structures
COST Action E55
Final conference
26-27 May 2011 in Zurich, Switzerland
Administration
Practical Information
Presentations
Special session on Prospects and challenges in future timber engineering research Keynote Lecture by David Rosowsky Keynote Lecture by Motoi Yasumura Keynote Lecture by Heinrich Kreuzinger Keynote Lecture by Pierre Quenneville Keynote Lecture by Frank Lam Session on the assessment of failures and malfunctions Design of safe timber structures - How can we learn from structural failures? - E. Frühwald Statistics of damages to timber structures in Germany - M. Frese Proposal for a failure assessment template - T. Toratti A scheme for the evaluation of experience about the performance of timber structures - G. Fink (failure reporting template & software) Session on the ductility in timber connections General notes on ductility in timber structures - A. Jorissen Quantifying ductility in timber structures - K. A. Malo Ductility requirements for moment connections in statically indeterminate timber structures - A. Leijten Consideration of plasticity within the design of timber structures due to connection ductility - F. Brühl Elastic and ductile design of multi-storey crosslam massive wooden buildings under seismic actions - M. Fragiacomo Failure mechanisms of dowel-type fastener connections perpendicular-to-grain - D. Schoenmakers Ductility of timber-concrete connection - A. Dias Ductility aspects of reinforced and non-reinforced timber joints - H.-J. Blaβ Session on moisture induced stresses On the consideration of moisture induced stresses in timber structural design - J. Köhler NMR imaging study and multi-Fickian numerical simulation of moisture transfer in Norway spruce samples - S. Fortino A proposal to account for environmental effects in design of timber-concrete composite beams - J. Schaenzlin Moisture-induced stresses perpendicular to grain in timber sections exposed to European climates - T. Toratti Predicting moisture state of timber members in continuously varying climate - S. Svensson Session on Robustness of timber structures Framework for robustness assessment of timber structures - J. D. Sørensen System Reliability of timber structures with ductile behaviour - P.-H. Kirkegaard Robustness of large-span timber roof structures - structural aspects - P. Dietsch Robustness of large-span timber roof structures - two examples - J. Munch-Andersen Robustness of timber structures in seismic areas - J. Branco Example of a probabilistic robustness analysis: Croatian sports hall - D. Cizmar
Special session on Prospects and challenges in future timber engineering research
Session on the assessment of failures and malfunctions
Session on the ductility in timber connections
Session on moisture induced stresses
Session on Robustness of timber structures
Final Conference Zurich, Switzerland 26-27 Mai 2011