Krahasoni metodat

	Analiza e spektrit të reagimit	Analiza Pushover
Fusha	Inxhinieri ndërtimi	Inxhinieri ndërtimi
Familja	Process / pipeline	Process / pipeline
Viti i origjinës	1941	1996
Krijuesi	George W. Housner	Peter Fajfar
Lloji	Linear modal analysis for earthquake response	Nonlinear static method for earthquake engineering
Burimi themelues	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.	Ahi, N., Desroches, R., & Jain, A. (1996). Lateral load distribution for equivalent static analysis of buildings. Engineering Journal, 33(2), 45-54.
Emërtime të tjera	Elastic response spectrum, Design spectrum method, Modal response spectrum	Static pushover, Nonlinear static analysis
Të lidhura	4	4
Përmbledhja	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.	Pushover analysis is a nonlinear static method for assessing seismic structural performance. Introduced by Fajfar in 1996 as part of the N2 method, it progressively increases lateral loads on a structure until it reaches a target displacement, revealing how structures deform and yield under seismic events.