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Control force of damper installed at stiff edge of building.
Displacement and acceleration at stiff edge of building.
The stiff edge of the domain will prevent the tip from indenting into the compliant PB-rich region.
The similar trends are also observed for stiff edge acceleration, ü ys for the laterally stiff system ( T y Open image in new window = 0.5).
Hence, by ignoring the effects of torsional coupling, control forces at stiff edge, F ds, will be overestimated and at flexible edge, F df, it will be underestimated as compared to the corresponding symmetric systems.
The ratio, e d / r Open image in new window is varied from negative extreme (i.e. all dampers are located at flexible edge of building) to positive extreme (i.e. all dampers are located at stiff edge of building).
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It is demonstrated that the CMP procedure is able to take into account the higher mode influences as well as amplification or de-amplification of seismic displacements at the flexible and stiff edges of unsymmetric-plan tall buildings.
The significant reduction in displacement and acceleration responses at CM, at flexible and stiff edges as well as torsional responses is observed with dampers and the NLVDs are found to be little more effective than LVDs.
This accords with the function of the wings as airfoils having a stiff leading edge and a flexible trailing edge.
Pan-seared gravlax-style salmon had a stiff seared edge encasing a luxuriously soft interior.
In fact, in a corner-column removal scenario, tensile membrane action can still be partially mobilised owing to the presence of two stiff discontinuous edge beams.
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