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The building responses were estimated in global levels.
Results will be presented as ground motions on free surface as well as building responses.
Building responses demonstrated non-linear characteristics of natural frequencies, damping ratio and mode-shapes.
Concerns have risen from building responses and resulting fatalities in some recent infamous terrorist attacks.
Building responses due to simulated ground motions are estimated by the capacity spectrum method.
Damage ratios are calculated from the fragility curves and the building responses.
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Here, we concentrate on building response to volcanic ash fall.
The building response is then calculated using step-by-step Newmark's method.
The wind-induced building response was generally separated into background and resonant components.
In order to validate these formulations, Monte Carlo simulation of building response is also performed.
The building response can be decomposed into the broad band background and narrow band resonant components.
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