Verification of an analytical hysteresis model for dowel-type timber connections using shake table tests
The purpose of this study was to verify the analytical results of a non-linear finite-element model for predicting the seismic response of ductile dowel type moment-resisting connections. The analytical model, FRAME, is based on each dowel modelled as an elasto-plastic beam in a non-linear medium...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/10538 |