图书简介

1 Introduction 2 Critical earthquake response of an elastic-perfectly plastic SDOF model under double impulse as a representative of near-fault ground motions 3 Critical earthquake response of an elastic-perfectly plastic SDOF model under triple impulse as a representative of near-fault ground motions 4 Critical input and response of an elastic-perfectly plastic SDOF model under multi-impulse as a representative of long-duration earthquake ground motions 5 Critical earthquake response of an elastic-perfectly plastic SDOF model with viscous damping under double impulse 6 Critical steady-state response of a bilinear hysteretic SDOF model under multi-impulse 7 Critical earthquake response of an elastic-perfectly plastic SDOF model on compliant ground under double impulse 8 Closed-form dynamic collapse criterion for a bilinear hysteretic SDOF model under near-fault ground motions 9 Closed-form overturning limit of a rigid block as a SDOF model under near-fault ground motions 10 Critical earthquake response of a 2DOF elastic-perfectly plastic model under double impulse 11 Optimal viscous damper placement for an elastic-perfectly plastic MDOF building model under critical double impulse 12 Future directions

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