Nonlinear Static Procedure for Seismic Vulnerability Assessment of Bridges
β Scribed by S. Banerjee; M. Shinozuka
- Book ID
- 110985873
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 303 KB
- Volume
- 22
- Category
- Article
- ISSN
- 1093-9687
No coin nor oath required. For personal study only.
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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):1269β1293), the key idea being that the deformed shape of the structure responding inelastically to the cons
New static and dynamic displacement-based procedures have been developed by the Federal Emergency Management Agency (FEMA) for the seismic evaluation and design of buildings. The static procedures calculate displacements in yielding buildings as the product of an elastic spectral displacement and co