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Finite element (FE) and analytical models were developed to predict the behavior of the beam specimens.
Moreover, the present work illustrates the frequency behavior of the beam under a tangential load.
The position of plastic hinges is observed to have significant effects on the impact behavior of the beam.
The behavior of the beam considering both the temperature dependent and independent shear modulus of the core is studied.
A new slenderness ratio specific for vibration is introduced, which is shown to dominate the vibration behavior of the beam.
The present model can predict the static behavior of the beam in fire condition and the subsequent dynamic response to an impulsive loading.
Similar(19)
However, because the behavior of the beam-to-column connection for CFT is complicated and its design has not been sufficiently verified, their use has been limited.
The behavior of the beam-to-column joints in steel frames can be represented by the moment-rotation curves in the structural analysis.
This study was undertaken to analyze the influence of angles with and without stiffeners on the behavior of the beam-to-column connections.
The rotational behavior of the beam-to-column composite joints is one of the key aspects of the problem to which a special attention has been paid.
The experimental results and numerical analyses confirm that the loading method can have certain influence on the cyclic behavior of the beam-column joints.
More suggestions(17)
role of the beam
behavior of the radiation
pattern of the beam
behaviours of the beam
behavior of the region
behavior of the government
behavior of the error
behavior of the behavior
behavior of the inequality
behavior of the trend
behavior of the duopoly
behavior of the entity
behavior of the bill
behavior of the material
behavior of the balance
behavior of the plug-in
behavior of the reflection
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com