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These results are deduced based on non-linear dynamic step by step analyses.
The variations observed in physical, structural, morphological and electrochemical properties were characterized with respect to the MnO2/RuO2 concentrations by step by step analyses.
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Nonlinear seismic step-by-step analyses are performed.
A parametrical study of the overall seismic response using push over analyses and step-by-step analyses is performed.
Go step by step.
Step-by-step illustrative analyses provide guidelines that practitioners can adapt in realistic settings.
The effectiveness of the localization criterion and of the proposed design arrangements is evaluated by comparing the structural responses obtained through step-by-step dynamic analyses with and without the countermeasures.
Non-linear static analyses as well as dynamic step by step seismic analyses are performed and special purpose elements are employed for the needs of this study.
The safety and integrity of the retrofitted structures are assessed using step-by-step nonlinear elastic analyses.
We performed a logistic model step by step and analyses by Hosmer Lemeshow test.
In this direction 882 nonlinear step by step seismic analyses have been performed.
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