Shinozuka M, Feng MQ, Lee J, Naganuma T (2000) Statistical analysis of fragility curves. Rossetto T, Elnashai A (2003) Derivation of vulnerability functions for European-type RC structures based on observational data. Prepared for Federal Emergency Management Agency, Washington, DC National Institute of Building Sciences (1999) HAZUS technical manual. Metropolis N, Ulam S (1949) The Monte Carlo method. McKay MD, Conover WJ, Beckman RJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. In: Proceedings of the US National conference on earthquake engineering, Berkeley, pp 113–122 Federal Emergency Management Agency, Washington, DCįreeman SA, Nicoletti JP, Tyrell JV (1975) Evaluations of existing buildings for seismic risk – a case study of Puget Sound Naval Shipyard, Bremerton, Washington. Eng Struct 26:937–948įederal Emergency Management Agency (1997) NEHRP guidelines for the seismic rehabilitation of buildings. Applied Technology Council, Redwood CityĮrberik MA, Elnashai A (2004) Fragility analysis of flat-slab structures. Applied Technology Council, Palo AltoĪpplied Technology Council (1996) Report ATC-40: seismic evaluation and retrofit of concrete buildings. Applied Technology Council (1985) Report ATC-13: earthquake damage evaluation data for California.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |