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The inclusion of maximum displacements at incipient collapse helps develop insight into the response of the structure at incipient collapse.
An important aspect of DBPD is its ability to control and relate the performance of the structure to its maximum displacements at incipient collapse.
However the author contends that uniqueness theorem can also be used to determine exact maximum displacements at collapse (Grigorian 2013b, c).
It was concluded that the maximum displacements at both edges of the building plan are always similar and less than twice the response of the nominally symmetric counterpart.
A parametric study – as a function of contact stiffness and damping – is performed and results are given in terms of Poincaré sections, bifurcation diagrams and maximum displacements at steady state.
Abutment and pile deformation plots highlight maximum displacements at the top of piles that are often only 1/3 to 1/2 of the values at the top of the abutment.
Similar(52)
a Maximum displacement at ¼ of span.
Equation 2 is used to define the deformation profile yielding maximum displacement at the mid node.
It is also observed that beam behaves in almost symmetrical manner with maximum displacement at location of removed column.
They found that the stiffening of coupled shear walls decreases the maximum displacement at the top and the maximum bending moment at the bottom of a building.
Theoretically predicted maximum displacement at the top of the wall at impact was also found to be in good agreement with those obtained from experiments.
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CEO of Professional Science Editing for Scientists @ prosciediting.com