An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics
Autor Izuru Takewaki, Kotaro Kojimaen Limba Engleză Paperback – 30 sep 2022
This book is accessible to undergraduates, being based on the energy balance law and the concepts of kinetic and strain energies, and it can be used by practitioners for building and structural design. This presentation starts with simple models that explain the essential features and extends in a step-by-step manner to more complicated models and phenomena.
| Toate formatele și edițiile | Preț | Express |
|---|---|---|
| Paperback (1) | 571.42 lei 3-5 săpt. | +20.62 lei 6-12 zile |
| CRC Press – 30 sep 2022 | 571.42 lei 3-5 săpt. | +20.62 lei 6-12 zile |
| Hardback (1) | 1182.50 lei 6-8 săpt. | |
| CRC Press – 16 mar 2021 | 1182.50 lei 6-8 săpt. |
Preț: 571.42 lei
Preț vechi: 627.93 lei
-9% Nou
Puncte Express: 857
Preț estimativ în valută:
109.39€ • 113.88$ • 90.06£
109.39€ • 113.88$ • 90.06£
Carte disponibilă
Livrare economică 10-24 ianuarie 25
Livrare express 26 decembrie 24 - 01 ianuarie 25 pentru 30.61 lei
Preluare comenzi: 021 569.72.76
Specificații
ISBN-13: 9780367681418
ISBN-10: 0367681412
Pagini: 332
Ilustrații: 2 Tables, black and white; 179 Line drawings, black and white; 2 Halftones, black and white; 181 Illustrations, black and white
Dimensiuni: 156 x 234 x 23 mm
Greutate: 0.45 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
ISBN-10: 0367681412
Pagini: 332
Ilustrații: 2 Tables, black and white; 179 Line drawings, black and white; 2 Halftones, black and white; 181 Illustrations, black and white
Dimensiuni: 156 x 234 x 23 mm
Greutate: 0.45 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Public țintă
Postgraduate and ProfessionalCuprins
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
Notă biografică
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.
Kotaro Kojima is an assistant professor of building structures at the Kyoto Institute of Technology.
Recenzii
‘This is a thorough and systematic treatment of an innovative method for analysing the structural dynamics of earthquakes. Students and professionals will benefit from the detailed examples.’ - Prof. Yakov Ben-Haim, Yitzhak Moda'i Chair in Technology and Economics, Technion - Israel Institute of Technology
‘This unique book presents recent original work of the authors on seismic analysis and design of inelastic structures. The authors succeed through ingenious simplified structural and seismic motion models to derive by energy methods closed-form solutions to a variety of complicated problems. I highly recommend this excellent book.’ - Dimitri E. Beskos, Emeritus Professor, University of Patras, Greece
‘This outstanding book overcomes existing difficulties in design of earthquake-prone structures. It opens the door for analytical nonlinear structural dynamics combining with the idea of series of impulses. I strongly recommend this book for engineers and researchers in the field of applied mechanics, structural dynamics, and earthquake engineering.’ - Professor Isaac Elishakoff, Florida Atlantic University
‘This unique book presents recent original work of the authors on seismic analysis and design of inelastic structures. The authors succeed through ingenious simplified structural and seismic motion models to derive by energy methods closed-form solutions to a variety of complicated problems. I highly recommend this excellent book.’ - Dimitri E. Beskos, Emeritus Professor, University of Patras, Greece
‘This outstanding book overcomes existing difficulties in design of earthquake-prone structures. It opens the door for analytical nonlinear structural dynamics combining with the idea of series of impulses. I strongly recommend this book for engineers and researchers in the field of applied mechanics, structural dynamics, and earthquake engineering.’ - Professor Isaac Elishakoff, Florida Atlantic University
Descriere
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.