Matches in DBpedia 2016-04 for { ?s ?p "Incremental Dynamic Analysis (IDA) is a computational analysis method of Earthquake Engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis."@en }
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- Incremental_Dynamic_Analysis abstract "Incremental Dynamic Analysis (IDA) is a computational analysis method of Earthquake Engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis.".
- Q6015423 abstract "Incremental Dynamic Analysis (IDA) is a computational analysis method of Earthquake Engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis.".
- Incremental_Dynamic_Analysis comment "Incremental Dynamic Analysis (IDA) is a computational analysis method of Earthquake Engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis.".
- Q6015423 comment "Incremental Dynamic Analysis (IDA) is a computational analysis method of Earthquake Engineering for performing a comprehensive assessment of the behavior of structures under seismic loads. It has been developed to build upon the results of probabilistic seismic hazard analysis in order to estimate the seismic risk faced by a given structure. It can be considered to be the dynamic equivalent of the static pushover analysis.".