Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion

A simple evaluation method of building resilience is proposed, and the elastic-plastic high-rise buildings evaluated under resonant long-duration ground motions. The concept availability incorporated into model resilience, which was proposed in previous paper. Not only in-building components but also external factors such as lifelines redundancy facility systems are considered model. Based on model, following probabilistic indices formulated: (1) expected value total recovery time, (2) values structural frame, facilities, non-structural just after an earthquake event, (3) maximum likelihood curves (MLRCs) components. Numerical examples presented for evaluating models a pseudo-multi impulse (PMI), substitutes Finally, influences passive viscous dampers, systems, uncertainty manpower to repair clarified through results numerical examples.