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Hinge parameters were determined using data from 45 planar frame sub-assemblage tests.
An active control approach to vibrations in multi-story planar frame structures is presented in this paper.
A lot of studies have been conducted using the planar frame method, and important data have been concluded from it.
Experimental results from a seven-storey planar frame structure in laboratory are also used for the validation.
In particular, the deformation modes are selected as the dynamic eigenmodes of an unrestrained planar frame representing the cross-section.
The addressed flexible planar frame structures with non-deteriorating inelastic component behavior are vulnerable to the destabilizing effect of gravity loads.
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Finally, optimization designs of two planar frames are demonstrated.
The PADO software provides the least weight design for the most common types of planar frames.
The influences of different testing parameters on the limiting temperature of the planar frames are also discussed.
This paper presents an automatic approach for the evaluation of the plastic loads and failure modes of planar frames.
The formulation of reverberation-ray matrix analysis has been proposed to study wave propagation in planar frames.
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