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Published in 2017 at "International Journal of Structural Stability and Dynamics"
DOI: 10.1142/s0219455418500189
Abstract: We present an analytical procedure for the exact, explicit construction of Euler–Bernoulli beams with given values of the first N buckling loads. The result is valid for pinned–pinned (P–P) end conditions and for beams with…
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Keywords:
beams finite;
pinned pinned;
buckling loads;
determination pinned ... See more keywords