विधियों की तुलना करें

	समकक्ष स्थैतिक विश्लेषण	पुशओवर विश्लेषण
क्षेत्र	सिविल इंजीनियरिंग	सिविल इंजीनियरिंग
परिवार	Process / pipeline	Process / pipeline
उद्भव वर्ष	1959	1996
प्रवर्तक	SEAOC (Structural Engineers Association of California)	Peter Fajfar
प्रकार	Simplified linear method for earthquake-equivalent lateral forces	Nonlinear static method for earthquake engineering
मौलिक स्रोत	SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16.	Ahi, N., Desroches, R., & Jain, A. (1996). Lateral load distribution for equivalent static analysis of buildings. Engineering Journal, 33(2), 45-54.
उपनाम	Lateral force method, Simplified seismic design, Static equivalent method	Static pushover, Nonlinear static analysis
संबंधित	3	4
सारांश	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.	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.