Izuru Takewaki, Kotaro Kojima (Japan Kyoto Institute of Technology)

An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics

• Broschiertes Buch

Produktbeschreibung

This step-by-step approach to nonlinear structural dynamics and critical excitation transforms ground motion into impulses and by takes an energy balance approach. It can be used by practitioners for building and structural design, and is based on the energy balance law, and the concepts of kinetic and strain energies.

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Produktdetails

• Verlag: Taylor & Francis Ltd
• Seitenzahl: 332
• Erscheinungstermin: 30. September 2022
• Englisch
• Abmessung: 155mm x 232mm x 23mm
• Gewicht: 518g
• ISBN-13: 9780367681418
• ISBN-10: 0367681412
• Artikelnr.: 64103372

Autorenporträt

Izuru Takewaki is a professor of building structures at Kyoto University and president of the Architectural Institute of Japan. Kotaro Kojima is an assistant professor of building structures at the Kyoto Institute of Technology.

Inhaltsangabe

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