Geometrically nonlinear analysis of plane trusses and plane frames
<p>The results of this work are the closed-form expressions for the tangent and secant stiffness matrices of the 3-node Mindlin frame element. From the study of two solution methods and the behavior of the three elements, several conclusions have been made as follows:</p> <a>1. Bec...
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| Format: | Dissertation |
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/40785 http://scholar.lib.vt.edu/theses/available/etd-01262010-020134/ |