Earthquake engineering: challenges and trends : honoring Luis Esteva
Universidad Nacional Autónoma de México, 2006 - Technology & Engineering - 651 pages
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accelerograms accelerometer amplitude applied assessment autocorrelograms base shear beam behavior building capacity coefficient collapse columns components computed considered correlation corresponding corrosion curve damage damping ratio defined deformations density function design spectra displacement distribution ductility demands Earthquake Engineering elastic elements equation equivalent estimated evaluation expected value failure Figure frame frequency fundamental period given hysteretic inelastic Institute of Engineering intensity interstory drift lateral forces linear loads Luis Esteva magnitude maximum MDOF Mexico City modal mode natural period nonlinear observed obtained optimal parameters peak ground acceleration performance plastic hinges prediction probabilistic probability probability density function procedure pushover analysis records reduction reinforced concrete response spectra Rosenblueth SDOF system seismic analysis seismic demands seismic design seismic hazard seismic risk seismic waves shear walls shown in Fig significant simulation soil spectrum statistical steel stiffness stochastic story drift strength structural system tion uncertainty variables vibration yield