Krahasoni metodat

	Analiza e spektrit të reagimit	Analizë Statike Ekuivalente
Fusha	Inxhinieri ndërtimi	Inxhinieri ndërtimi
Familja	Process / pipeline	Process / pipeline
Viti i origjinës	1941	1959
Krijuesi	George W. Housner	SEAOC (Structural Engineers Association of California)
Lloji	Linear modal analysis for earthquake response	Simplified linear method for earthquake-equivalent lateral forces
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.	SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16.
Emërtime të tjera	Elastic response spectrum, Design spectrum method, Modal response spectrum	Lateral force method, Simplified seismic design, Static equivalent method
Të lidhura	4	3
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.	Equivalent static analysis is the simplest seismic design method, representing earthquake effects as a single static lateral force applied at the center of mass or distributed over the building height. Standardized by SEAOC in 1959 and incorporated into modern building codes, it is the most commonly used method for designing regular buildings.