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Extension of modal pushover analysis to seismic assessment of bridges

โœ Scribed by T. S. Paraskeva; A. J. Kappos; A. G. Sextos

Publisher
John Wiley and Sons
Year
2006
Tongue
English
Weight
398 KB
Volume
35
Category
Article
ISSN
0098-8847

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## Abstract An improvement is first suggested to the modal pushover analysis (MPA) procedure for bridges initially proposed by the writers (__Earthquake Engng Struct. Dyn.__ 2006; **35**(11):1269โ€“1293), the key idea being that the deformed shape of the structure responding inelastically to the cons

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Linear time-varying (LTV) systems have been often dealt with on a case-by-case basis. Many well-developed concepts and analytic methods of linear time-invariant (LTI) systems cannot be applied to LTV systems. For example, the conventional de"nition of modal parameters is invalid for LTV systems. The