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REVIEW OF EARTHQUAKE DAMAGE DATA
DEVELOPMENT OF FRAGILITY RELATIONSHD7S
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A.M. Reinhorn beta distribution Braced Steel Frame Class 86 curves and parameters Curves for Building damage data Damage Factor damage probability matrices database designation of Special designation of Standard Detailed Description developed Deviation of Ln(MMI Distributions for Fragility DPMs Estimates of damage expert opinion facility classes floor and roof floor/roof Fragility curves framing elements Gravity Loads High Rise J.B. Mander joists K.C. Chang Lateral Loads loads are transferred Lognormal Distributions Loma Prieta earthquake M.C. Constantinou Masonry Shear Wall Median of Ln(MMI Medium Rise MMI df Nonstandard Construction NTIS see address parameters for structure Parameters of Lognormal pertains to buildings precast concrete probability density function RC Shear Wall Reinforced Concrete Rise RC Shear roof diaphragms Rutherford and Chekene Seismic Retrofit Shear Wall w/o Special construction pertains Standard construction Standard Deviation Steel Perimeter Frame structure class structure type T.T. Soong transferred from floor unreinforced masonry buildings Wall w/o MRF Whittier Narrows earthquake