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The FEMA P-58 performance assessment procedure (ATC 2012) was used to evaluate the seismic performance of the case study building.
Two new innovative structural systems are investigated using the FEMA P-58 performance assessment procedure to determine the consequences (repair times, repair costs, unsafe placards and casualties) of being subjected to seismic ground shaking.
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Literature on occupant behavior indicates that occupant behavior is not integrated into building energy performance assessment procedures with appropriate resolution, instead they are accepted as assumed and fixed data sets that usually represent the presence of occupants.
Two assessment principles are presented: that IT performance assessment procedures should include in the dynamic implementation process in which IT performance are produced by unique individual enterprises, and that assessments should tap IT systems that are possessed by the individual enterprises being assessed and that causally contribute to their overt implementation experiences and actions.
When the domain of financial capacity was thoroughly analyzed by an interview or a performance-based assessment procedure, differences between patients with MCI and control participants with cognitive impairment were persistently observed [ 26, 32, 39] and invariably revealed large effect sizes.
Recently, the seismic evaluation of masonry buildings using macro-element modeling approaches became popular, by applying performance-based assessment procedures through nonlinear static (pushover) analysis methodologies.
The current performance-based seismic assessment procedure can be computationally intensive as it requires a large number of time history analyses (THA) each requiring time intensive post-processing of results.
Two test procedures were applied for the model performance assessment: standard 10-fold cross validation procedure and validation based on the external test set containing 45 records describing.
A systematic procedure for performance assessment and PI/PID controller design based on modified relay feedback test is proposed in this paper.
The use of current code procedures on seismic performance assessment of existing typical school buildings may not be applicable in predicting their structural behavior during earthquakes.
Student performance was assessed via the department's student outcomes assessment procedure for ABET accreditation.
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