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The buildings' response to the control signals has been simulated using MATLAB/SIMULINK.
Fragility curves were developed from the buildings' response to 44 scaled ground motion records following a method adapted from the FEMA P695 analysis methodology.
Using both measured and modelling data, the hygrothermal environment in a national gallery was examined to envisage the buildings response to weather conditions, occupancy and HVAC operations.
Variations in the local or general stiffness due to staircases, which are usually considered to be secondary elements, were another factor that played a role in the buildings' response.
Earthquake safety paradigms in urban scenarios can be represented by the following: buildings response to ground shaking; possibility to evacuate urban areas; rescuers' assistance to evacuating pedestrians after reaching assembly points in the urban fabric.
To enable numerical simulation of concrete frame buildings, response models for beam column joints and columns are developed to provide (1) appropriate simulation of component response and, thereby, reliable assessment of risk and (2) computational efficiency and robustness.
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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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