[{"key":"dc.contributor","value":"International Conference on Applications of Statistics and Probability (12th : 2015 : Vancouver, B.C.)","language":""},{"key":"dc.contributor.author","value":"Li, Yuan","language":""},{"key":"dc.contributor.author","value":"Lam, Frank C. F.","language":""},{"key":"dc.date.accessioned","value":"2015-05-21T14:46:24Z","language":""},{"key":"dc.date.available","value":"2015-05-21T14:46:24Z","language":""},{"key":"dc.date.issued","value":"2015-07","language":""},{"key":"dc.identifier.citation","value":"Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.","language":""},{"key":"dc.identifier.uri","value":"http:\/\/hdl.handle.net\/2429\/53282","language":""},{"key":"dc.description.abstract","value":"In this study, the duration-of-load (DOL) effect on the rolling shear strength of cross\r\nlaminated timber (CLT) was evaluated. A stress-based damage accumulation model is chosen to\r\nevaluate the DOL effect on the rolling shear strength of CLT. This model incorporates the established\r\nshort-term rolling shear strength of material and predicts the time to failure under arbitrary loading\r\nhistory. The model was calibrated and verified based on the test data from low cycle trapezoidal fatigue\r\ntests (the damage accumulation tests). The long-term rolling shear behaviour of CLT can then be\r\nevaluated from this verified model. As the developed damage accumulation model is a probabilistic\r\nmodel, it can be incorporated into a time-reliability study. Therefore, a reliability assessment of the\r\nCLT products was performed considering short-term and snow loading cases. The reliability analysis\r\nresults and factors reflecting the DOL effect on the rolling shear strength of CLT are compared and\r\ndiscussed. The results suggest that the DOL rolling shear strength adjustment factor for CLT is more\r\nsevere than the general DOL adjustment factor for lumber; and, this difference should be considered in\r\nthe introduction of CLT into the building codes for engineered wood design.","language":"en"},{"key":"dc.language.iso","value":"eng","language":"en"},{"key":"dc.rights","value":"Attribution-NonCommercial-NoDerivs 2.5 Canada","language":""},{"key":"dc.rights.uri","value":"http:\/\/creativecommons.org\/licenses\/by-nc-nd\/2.5\/ca\/","language":""},{"key":"dc.title","value":"Duration-of-load effect on the rolling shear strength of cross laminated timber : reliability analysis and duration-of-load strength adjustment factor","language":"en"},{"key":"dc.type","value":"Text","language":"en"},{"key":"dc.type.text","value":"Conference Paper","language":"en"},{"key":"dc.description.affiliation","value":"Forestry, Faculty of","language":"en"},{"key":"dc.description.affiliation","value":"Wood Science, Department of","language":"en"},{"key":"dc.description.reviewstatus","value":"Unreviewed","language":"en"},{"key":"dc.description.notes","value":"This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers.  Also full papers were peer reviewed.  The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.","language":""},{"key":"dc.description.scholarlevel","value":"Faculty","language":"en"},{"key":"dc.description.scholarlevel","value":"Graduate","language":"en"}]