Simulated Response of Degrading Hysteretic Joints With Slack Behavior
A novel, general, numerical model is described that is capable of predicting the load-displacement relationship up to and at failure of multiple-bolt joints in timber of various configurations. The model is not tied to a single input function and bolt holes are permitted to be drilled oversize resu...
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/28576 http://scholar.lib.vt.edu/theses/available/etd-08092001-100756/ |