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The use of numerical models for the fire analysis of reinforced concrete and composite structures

โœ Scribed by J.-C. Dotreppe; J.-M. Franssen

Publisher
Elsevier Science
Year
1985
Weight
666 KB
Volume
2
Category
Article
ISSN
0264-682X

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In order to estimate the seismic demands at the performance level, the inelastic behavior of concrete structures should be considered. Incremental dynamic analysis (IDA) based on a nonlinear response time history analysis (NL-RHA) is considered to be the most accurate method in seismic demand calcul