Σύγκριση μεθόδων

	Ανάλυση Φάσματος Απόκρισης	Ανάλυση Δυναμικής Επαύξησης
Πεδίο	Πολιτική Μηχανική	Πολιτική Μηχανική
Οικογένεια	Process / pipeline	Process / pipeline
Έτος προέλευσης	1941	2002
Δημιουργός	George W. Housner	Dimitrios Vamvatsikos and C. Allin Cornell
Τύπος	Linear modal analysis for earthquake response	Intensity-based dynamic analysis for fragility assessment
Θεμελιώδης πηγή	Housner, G. W. (1941). Calculating the response of an oscillator to arbitrary ground motion. Bulletin of the Seismological Society of America, 32(2), 143-149.	Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis of seismic performance of structures. Earthquake Engineering & Structural Dynamics, 31(3), 491-514.
Εναλλακτικές ονομασίες	Elastic response spectrum, Design spectrum method, Modal response spectrum	IDA, Intensity-based analysis, Fragility curve development
Συναφείς	4	3
Σύνοψη	Response spectrum analysis is a linear modal method for estimating earthquake-induced forces and displacements in structures. Introduced by Housner in 1941, this approach uses design spectra that represent the maximum response of single-degree-of-freedom oscillators at different natural frequencies to compute the structural response by combining modal contributions.	Incremental dynamic analysis (IDA) is a method that runs time-history analyses on a structure with a single ground motion record, progressively increasing the intensity until the structure reaches a specified performance level or collapses. Introduced by Vamvatsikos and Cornell in 2002, this approach efficiently generates fragility curves relating earthquake intensity to structural damage and collapse probability.