Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics
portes grátis
Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics
Takewaki, Izuru; Kojima, Kotaro
Taylor & Francis Ltd
09/2022
332
Mole
Inglês
9780367681418
15 a 20 dias
610
Descrição não disponível.
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
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
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Energy Balance Law;Double Impulse;Architectural Institute of Japan;Elastic Plastic Response;earthquake engineering;Energy Balance;dynamic structural design;Ground Motion;critical excitation methods;Time History Response Analysis;vibration control;SDOF System;seismic base isolation;Maximum Deformation;seismic base-isolation;Sinusoidal Wave;building resilience;SDOF Model;structural resilience;Post-yield Stiffness Ratio;Time-history response analysis;EPP;Impulse and earthquake energy balance approach;Restoring Force Characteristic;Nonlinear structural dynamics;Kinetic and strain energies;Energy Balance Approach;Maximum Interstory Drift;Interstory Drift;Critical Time Interval;Earthquake Ground Motion;Recorded Ground Motion;Sinusoidal Input;IDA;Multiple Impulse;MDOF Model;Shear Building Model
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
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
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Energy Balance Law;Double Impulse;Architectural Institute of Japan;Elastic Plastic Response;earthquake engineering;Energy Balance;dynamic structural design;Ground Motion;critical excitation methods;Time History Response Analysis;vibration control;SDOF System;seismic base isolation;Maximum Deformation;seismic base-isolation;Sinusoidal Wave;building resilience;SDOF Model;structural resilience;Post-yield Stiffness Ratio;Time-history response analysis;EPP;Impulse and earthquake energy balance approach;Restoring Force Characteristic;Nonlinear structural dynamics;Kinetic and strain energies;Energy Balance Approach;Maximum Interstory Drift;Interstory Drift;Critical Time Interval;Earthquake Ground Motion;Recorded Ground Motion;Sinusoidal Input;IDA;Multiple Impulse;MDOF Model;Shear Building Model
