Critical excitation methods in earthquake engineering

Since the occurrence of earthquakes and their properties are very uncertain even with the present knowledge, it is too difficult to define reasonable design ground motions especially for important buildings. In the seismic resistant design of building structures, the concept of performance-based des...

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Bibliographic Details
Main Author: Takewaki, Izuru.
Format: eBook
Language: English
Published: Amsterdam ; Oxford : Elsevier, 2007.
Series: Knovel Library.
Subjects:
Earthquake engineering.
elektronické knihy
electronic books
ISBN: 9780080467627
0080467628
1280746750
9781280746758
9780080453095
0080453090
Physical Description: 1 online resource (xv, 270 pages) : illustrations

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Table of contents

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100 1 |a Takewaki, Izuru. 
245 1 0 |a Critical excitation methods in earthquake engineering /  |c Izuru Takewaki. 
260 |a Amsterdam ;  |a Oxford :  |b Elsevier,  |c 2007. 
300 |a 1 online resource (xv, 270 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a Since the occurrence of earthquakes and their properties are very uncertain even with the present knowledge, it is too difficult to define reasonable design ground motions especially for important buildings. In the seismic resistant design of building structures, the concept of performance-based design has become a new paradigm guaranteeing the maximum satisfaction of building owners. 
505 0 |a Front Cover; Critical Excitation Methods in Earthquake Engineering; Copyright Page; Contents; Preface; Permission Details; Chapter 1: Overview of Seismic Critical Excitation Method; 1.1 What is critical excitation?; 1.2 Origin of critical excitation method (Drenick's approach); 1.3 Shinozuka's approach; 1.4 Historical sketch in early stage; 1.5 Various measures of criticality; 1.6 Subcritical excitation; 1.7 Stochastic excitation; 1.8 Convex models; 1.9 Nonlinear or elastic-plastic SDOF system; 1.10 Elastic-plastic MDOF system; 1.11 Critical envelope function; 1.12 Robust structural design 
505 8 |a 1.13 Critical excitation method in earthquake-resistant designChapter 2: Critical Excitation for Stationary and Non-stationary Random Inputs; 2.1 Introduction; 2.2 Stationary input to single-degree-of-freedom model; 2.3 Stationary input to multi-degree-of-freedom model; 2.4 Conservativeness of bounds; 2.5 Non-stationary input to SDOF model; 2.6 Non-stationary input to MDOF model; 2.7 Numerical examples for SDOF model; 2.8 Numerical examples for MDOF model; 2.9 Conclusions; Chapter 3: Critical Excitation for Non-proportionally Damped Structural Systems; 3.1 Introduction 
505 8 |a 3.2 Modeling of input motions3.3 Response of non-proportionally damped model to non-stationary random excitation; 3.4 Critical excitation problem; 3.5 Solution procedure; 3.6 Critical excitation for acceleration (proportional damping); 3.7 Numerical examples (proportional damping); 3.8 Numerical examples (non-proportional damping); 3.9 Numerical examples (various types of damping concentration); 3.10 Conclusions; Chapter 4: Critical Excitation for Acceleration Response; 4.1 Introduction; 4.2 Modeling of input motions 
505 8 |a 4.3 Acceleration response of non-proportionally damped model to non-stationary random input4.4 Critical excitation problem; 4.5 Solution procedure; 4.6 Numerical examples; 4.7 Model with non-proportional damping-1; 4.8 Model with non-proportional damping-2; 4.9 Model with proportional damping; 4.10 Conclusions; Chapter 5: Critical Excitation for Elastic-Plastic Response; 5.1 Introduction; 5.2 Statistical equivalent linearization for SDOF model; 5.3 Critical excitation problem for SDOF model; 5.4 Solution procedure 
505 8 |a 5.5 Relation of critical response with inelastic response to recorded ground motions5.6 Accuracy of the proposed method; 5.7 Criticality of the rectangular PSD function and applicability in wider parameter ranges; 5.8 Critical excitation for MDOF elastic-plastic structures; 5.9 Statistical equivalent linearization for MDOF model; 5.10 Critical excitation problem for MDOF model; 5.11 Solution procedure; 5.12 Relation of critical response with inelastic response to recorded ground motions; 5.13 Accuracy of the proposed method; 5.14 Conclusions 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Earthquake engineering. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
776 0 8 |i Print version:  |a Takewaki, Izuru.  |t Critical excitation methods in earthquake engineering.  |d Amsterdam ; Oxford : Elsevier, 2007  |z 9780080453095  |w (DLC) 2007277602  |w (OCoLC)82671412 
830 0 |a Knovel Library. 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpCEMEE001/critical-excitation-methods?kpromoter=marc  |y Full text 

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