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A Simple Formula for Evaluating the Fundamental Frequency Parameter of Initially Stressed Uniform Beams on Elastic Foundation
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A simple design formula is derived here to evaluate the fundamental frequency parameter of initially stressed (subjected to axial concentrated load at the ends) uniform beams resting on elastic ...
Methodology to Evaluate First Transition Foundation Stiffness for Columns on Winkler Foundation
Publisher: American Society of Civil Engineers
Abstract: A methodology is developed in this paper to evaluate the first transition foundation stiffness for columns subjected to end concentrated loads, on a Winkler foundation, where the buckling mode shape changes. The method is ...