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Creator:: Groom, Kevin
Abstract:: Nailed connections have nonlinear load-displacement relations. Modeling these connections in an assembled structure would require a great amount of computational time because of the large number of degrees of freedom. Replacing these connections with energetically-equivalent nonlinear springs reduces the number of degrees of freedom, and leads to computational efficiency in...
Resource Type:: Masters Thesis

Creator:: Atherton, Jon C.
Abstract:: An important factor affecting the strength and ultimate load of wood structures is the strength, stiffness and durability of its joints. Therefore, the behavior of nailed joints must be given proper consideration when designing and analyzing wood structures. Presently,formulas for determining the strength of nailed joints under withdrawal loads, as...
Resource Type:: Masters Thesis
Full Text:: Testing Procedure 4.3.1 Nail-push and nail withdrawal test 4.3.2 Friction tests 4.3.3 Foundation

Creator:: DePiero, Anthony H.
Abstract:: The Oregon Department of Transportation is responsible for many steel deck truss bridges containing connection details that are fatigue prone. A typical bridge, the Winchester Bridge in Roseburg, Oregon, was analyzed to assess the loading conditions, stress levels, and fatigue life of the connection details. The analysis included linear-elastic beam...
Resource Type:: Masters Thesis
Full Text:: FEA MODEL 24 4.3 RESULTS 29 5.0 DEFLECTION AND STRESS ANALYSIS 33 5.1 CLIP ANGLE DEFLECTION

Creator:: Fodge, Francis W.
Abstract:: An analysis of forces on two tree intermediate supports is presented. The analysis is in two parts: The maximum force that the support jack will experience. The movement and forces created in the two tree support by the skyline and carriage. The maximum force on the support jack occurs when...
Resource Type:: Capstone Project

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