Design of Seismic Isolated Structures From Theory to Practice,9780471149217

Design of Seismic Isolated Structures From Theory to Practice

by ;
Edition: 1st
ISBN13: 9780471149217
ISBN10: 0471149217
Format: Hardcover
Pub. Date: 1999-03-25
Publisher(s): Wiley
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Summary

* Specifications for the design, manufacture, and testing of isolation devices.

Author Biography

<b>FARZAD NAEIM, PhD, SE</b>, is Director of Research and Development at John A. Martin Associates, Inc. in Los Angeles, California.<br> <p> gt;JAMES M. KELLY, PhD</b>, is Professor in the Graduate School of the University of California at Berkeley.

Table of Contents

Preface xiii
Development of Seismic Isolation Worldwide
1(24)
Introduction
1(5)
Base Isolation in the United States
6(12)
Base Isolation in Japan
18(2)
Base Isolation in Europe
20(1)
Base Isolation in New Zealand
21(2)
State of Isolation Technology Today
23(2)
Theoretical Basis of Seismic Isolation
25(22)
Linear Theory
25(6)
Extension of Theory to Buildings
31(5)
M-Degree-of-Freedom Equations of Motion
31(2)
Modal Analysis of M-DOF System
33(3)
Analysis of Coupled Dynamic Equations
36(11)
Isolation System Components
47(16)
Introduction
47(1)
Elastomeric-Based Systems
47(5)
Low-Damping Natural and Synthetic Rubber Bearings
48(1)
Lead-Plug Bearings
49(1)
High-Damping Natural Rubber Systems (HDNR)
50(2)
Isolation Systems Based on Sliding
52(6)
Electricite-de-France System
55(1)
EERC Combined System
55(1)
The TASS System
56(1)
Resilient-Friction Base Isolation System
56(1)
Friction Pendulum System
57(1)
Spring-Type Systems
58(1)
Sleeved-Pile Isolation System
58(3)
Rocking Systems
61(2)
Code Provisions for Seismic Isolation
63(30)
Introduction
63(1)
Seismic Hazard Level
64(1)
Design Methods
65(1)
Static Analysis
65(13)
Seismic Zone Factor Z
67(1)
Site Soil Profile Type
68(1)
Seismic Source Types: A, B, and C
68(1)
Near-Source Factors: NA and NV
68(2)
MCE Response Coefficient MM
70(1)
Spectral Seismic Coefficients: CVD, CVM and CAD, CAM
70(1)
Damping Coefficients: BD and BM
71(2)
Effective System Vibration Periods: TD and TM
73(1)
Total Design Displacements: DTD and DTM
74(1)
Design Forces
75(1)
Vertical Distribution of Force
76(1)
Drift Limits
77(1)
Dynamic Analysis
78(2)
Time History Analysis
78(1)
Scaling
78(2)
Other Requirements for Nonstructural Components
80(1)
Peer Review
80(1)
Design and Testing Requirements for Isolators
81(1)
OSHPD-96 Requirements
82(2)
Other Considerations
84(1)
Step-by-Step Procedure for UBC-97 Compliant Design
85(8)
Preliminary Design Steps
85(2)
Final Design Steps
87(2)
Design Example
89(4)
Mechanical Characteristics and Modeling of Isolators
93(28)
Introduction
93(1)
Mechanical Characteristics of Elastomeric Bearings
93(7)
Mechanical Characteristics of Lead-Plug Bearings
100(1)
Mechanical Characteristics of Friction Pendulum System
101(3)
Modeling of Isolation Bearings by Bilinear Modeling
104(3)
Implications of Bilinear Modeling
107(14)
Energy Dissipation in High-Damping Natural Rubber Bearings
111(4)
Adjustments to the Model to Account for High-Strain Stiffening
115(2)
Comparisons with Experimental Data
117(4)
Buckling and Stability of Elastomeric Isolators
121(16)
Introduction
121(5)
Stability under Large Lateral Displacement
126(7)
Rollout Stability
133(4)
Design Earthquake Ground Motions
137(48)
Introduction
137(2)
Characteristics of Earthquake Ground Motions
139(4)
From Response Spectra to Design Spectra
143(6)
Earthquake Energy Content and Energy Spectra
149(1)
Various Ground Motion Predictive Formulations
150(8)
Source Characterizations
150(5)
Attenuation Relations
155(3)
Deterministic and Probabilistic Approaches
158(14)
Deterministic Seismic Hazard Evaluation
158(1)
Probabilistic Seismic Hazard Evaluation
159(7)
Limitations of Deterministic and Probabilistic Seismic Hazard Analysis
166(4)
Seismic Hazard Maps
170(2)
Code Interpretations of Design Ground Motions
172(2)
Application of Earthquake Time Histories
174(11)
UBC-94 Provisions
174(1)
UBC-97 Provisions
175(1)
OSHPD-91 Provisions
176(1)
OSHPD-96 Provisions
176(1)
Time-Domain Scaling of Time Histories
176(4)
Frequency-Domain Scaling of Time Histories
180(3)
Analytic Dilemma of Designing by Time History Analysis
183(2)
Design Examples
185(18)
Design Example for a High-Damping Rubber Bearing
185(11)
Bearing Stiffnesses
186(1)
First Estimate of Design Displacement DD
187(1)
Actual Bearing Stiffness
188(1)
Composite Stiffness
188(1)
Composite Damping
188(1)
Allowance for Torsion
189(1)
Elastic Base Shear from Code
190(1)
Bearing Detail
191(2)
Buckling Loads: Safety Factor
193(2)
Calculation of MCE Displacement DM
195(1)
Rollout Displacement
196(1)
Design Example for a Lead-Plug Bearing
196(7)
Computer Applications
203(30)
Introduction
203(1)
Preliminary Selection of Design Loads and Isolator Sizes
203(13)
Overview
203(1)
Selection of Design Loads by Linear Regression and Least-Squares Analysis Techniques
204(2)
The ISOSEL Solution Strategy
206(1)
Application of the ISOSEL Computer Program
207(9)
Computer Programs for Analysis of Seismically Isolated Structures
216(4)
N-PAD
217(1)
3D-Basis
217(1)
ETABS
218(1)
SAP-2000 Nonlinear
218(2)
General Nonlinear Three-Dimensional Analysis Programs
220(1)
Nonlinear Dynamic Time History Analysis
220(13)
Specifications for Design, Manufacturing, and Testing of Isolation Devices
233(22)
Introduction
233(1)
Sample Specifications
234(21)
Appendix. Companion Software and Earthquake Data Files 255(18)
References 273(9)
Index 282

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