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The behavior of a slender, tapered, cantilever beam loaded through a cable attached to its free end is described.
In this study, we explored the post-buckling behavior of a slender rod with two hinged ends under its self-weight.
In this study, the nonlinear behavior of a slender beam coupled with a pendulum is investigated numerically in terms of different system parameters.
This study investigated the galloping behavior of a slender square-section cylinder inclined from the vertical direction by a series of angles.
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The developed numerical model simulates the strength interaction and load-deflection behavior of CFSST slender beam-columns.
This paper studies the behavior of very slender thin-walled concrete filled steel tubular (CFST) columns under axial compression.
This study experimentally investigated the behavior of ten slender high-strength concrete columns under concentric axial loads.
Comparative results demonstrate that the multiscale numerical model is capable of accurately predicting the ultimate strength and deflection behavior of CFST slender beam-columns under biaxial loads.
The test results indicated that the behavior of the slender (i.e. non-arching) reinforced masonry walls was significantly dependent on the type of fiber used.
The behavior of the slender high-strength columns was evaluated using various performance measures, such as the failure type, peak strength, dilatation, ductility, steel reinforcement strain, and the P-Delta effect.
The basic formulas describing the behavior of the slender beam can be derived from the basic rules of the theory of elasticity, by neglecting terms that are derived for phenomena that do not contribute to the general understanding of the beam's behavior.
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