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9780471987710

Structural Reliability Analysis and Prediction

by
  • ISBN13:

    9780471987710

  • ISBN10:

    0471987719

  • Edition: 2nd
  • Format: Paperback
  • Copyright: 1999-05-04
  • Publisher: WILEY
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List Price: $73.00

Summary

Structural reliability has become a discipline of international interest, addressing issues such as the safety of buildings, bridges, towers and other structures. This book addresses the important issue of predicting the safety of structures at the design stage and also the safety of existing, perhaps deteriorating structures. Attention is focused on the development and definition of limit states such as serviceability and ultimate strength, the definition of failure and the various models which might be used to describe strength and loading.Much consideration is given to problem formulation and to the various techniques which can be applied to problem solution. These include the First Order Second Moment method and their derivatives, as well as various Monte Carlo tchniques. Each of these are described in considerable detail and example applications are given. Structural systems are also described, as is the effect of time on reliability estimation, and on the development of design code rules on the basis of limit state principles as under-pinned by probability theory. Furthermore, procedures for the reliability estimation of existing structures are also included.The book emphasises concepts and applications, built up from basic principles and avoids undue mathematical rigour. It presents an accesible and unified account of the theory and techniques for the analysis of the reliability of engineering structures using probability theory. A balanced view of the subject is offered here not only for newcomers, but also for the more specialist reader, such as senior undergraduate and post-graduate students and practising engineers in civil, structural, geotechnical and mechanical engineering.

Table of Contents

Preface xv
Measures of Structural Reliability
1(31)
Introduction
1(1)
Deterministic measures of limit state violation
2(7)
Factor of safety
2(1)
Load factor
3(1)
Partial factor (`limit state design')
4(1)
A deficiency in some safety measures: lack of invariance
5(3)
Invariant safety measures
8(1)
A partial probabilistic safety measure---the return period
9(4)
Probabilistic measure of limit state violation
13(12)
Introduction
13(2)
The basic reliability problem
15(3)
Special case: normal random variables
18(2)
Safety factors and characteristic values
20(5)
Numerical integration of the convolution integral
25(1)
Generalized reliability problem
25(6)
Basic variables
26(1)
Generalized limit state equations
27(1)
Generalized reliability problem formulation
28(1)
Conditional reliability problems
29(2)
Conclusion
31(1)
Structural Reliability Assessment
32(32)
Introduction
32(2)
Uncertainties in reliability assessment
34(12)
Identification of uncertainties
34(1)
Phenomenological uncertainty
34(1)
Decision uncertainty
35(1)
Modelling uncertainty
35(1)
Prediction uncertainty
36(1)
Physical uncertainty
36(1)
Statistical uncertainty
37
Uncertainties due to human factors
27(11)
Human error
38(3)
Human intervention
41(3)
Modelling of human error and intervention
44(1)
Quality assurance
45(1)
Hazard management
46(1)
Integrated risk assessment
46(6)
Calculation of the probability of failure
46(2)
Analysis and prediction
48(1)
Comparison to failure data
49(2)
Validation---a philosophical issue
51(1)
The tail sensitivity `problem'
51(1)
Criteria for risk acceptability
52(5)
Acceptable risk criterion
52(1)
Risks in society
52(3)
Acceptable or tolerable risk levels
55(1)
Socio-economic criterion
55(2)
Nominal probability of failure
57(4)
General
57(1)
Axiomatic definition
58(1)
Influence of gross and other errors
58(2)
Practical implications
60(1)
Target values for nominal failure probability
60(1)
Hierarchy of structural reliability measures
61(1)
Conclusion
62(2)
Integration and Simulation Methods
64(30)
Introduction
64(1)
Direct and numerical integration
64(2)
Monte Carlo simulation
66(7)
Introduction
66(1)
Generation of uniformly distributed random numbers
66(1)
Generation of random variates
67(1)
Direct sampling (`crude' Monte Carlo)
68(2)
Number of samples required
70(3)
Variance reduction
73(1)
Importance sampling
73(10)
Theory of importance sampling
73(2)
Importance sampling functions
75(2)
Observations about importance sampling functions
77(2)
Improved sampling functions
79(2)
Search or adaptive techniques
81(1)
Sensitivity
82(1)
Directional simulation
83(8)
Basic notions
83(2)
Directional simulation with importance sampling
85(1)
Generalized directional simulation
86(2)
Directional simulation in the load space
88(1)
Basic concept
88(2)
Variation of strength with radial direction
90(1)
Practical aspects of Monte Carlo simulation
91(2)
Conditional expectation
91(1)
Generalized limit state function---response surfaces
92(1)
Systematic selection of random variables
92(1)
Applications
92(1)
Conclusion
93(1)
Second-Moment and Transformation Methods
94(38)
Introduction
94(1)
Second-moment concepts
94(3)
First-Order Second-Moment (FOSM) theory
97(16)
The Hasofer-Lind transformation
97(1)
Linear limit state function
97(3)
Sensitivity factors
100(2)
Non-linear limit state function---general case
102(4)
Non-linear limit state function---numerical solution
106(1)
Non-linear limit state function---iterative solution scheme
106(3)
Geometric interpretation of iterative solution scheme
109(2)
Interpretation of First-Order Second-Moment (FOSM) theory
111(1)
General limit state functions---probability bounds
112(1)
The First-Order Reliability (FOR) method
113(15)
Simple transformations
113(1)
The normal tail transformation
114(3)
Transformations to independent normal basic variables
117(1)
Rosenblatt transformation
118(2)
Nataf transformation
120(2)
Algorithm for First-Order Reliability (FOR) method
122(4)
Observations
126(1)
Asymptotic formulation
127(1)
Second-order methods
128(2)
Basic concept
128(1)
Evaluation through sampling
129(1)
Evaluation through asymptotic approximation
129(1)
Application of FOSM/FOR/SOR methods
130(1)
Conclusion
131(1)
Reliability of Structural Systems
132(52)
Introduction
132(1)
Systems reliability fundamentals
133(16)
Structural system modelling
133(1)
Load modelling
133(1)
Material modelling
134(1)
System modelling
135(2)
Solution approaches
137(1)
Failure mode approach
137(1)
Survival mode approach
138(1)
Upper and lower bounds---plastic theory
139(1)
Idealizations of structural systems
140(1)
Series systems
140(3)
Parallel systems---general
143(2)
Parallel systems---ideal plastic
145(3)
Combined and conditional systems
148(1)
Monte Carlo techniques for systems
149(6)
General remarks
149(1)
Importance sampling
149(1)
Series systems
149(2)
Parallel systems
151(1)
Search-type approaches in importance sampling
152(1)
Failure modes identification in importance sampling
153(1)
Directional simulation
153(1)
Directional simulation in the load space
153(2)
System reliability bounds
155(13)
First-order series bounds
156(1)
Second-order series bounds
157(3)
Second-order series bounds by loading sequences
160(1)
Series bounds by modes and loading sequences
160(1)
Improved series bounds and parallel system bounds
161(1)
First-order second-moment methods in systems reliability
162(5)
Correlation effects
167(1)
Implicit limit states---response surfaces
168(4)
Introduction
168(1)
Basic concept
169(1)
Simplifications for large systems
170(1)
Iterative solution scheme
171(1)
Response surfaces and finite element analysis
171(1)
Applications and observations
172(1)
Complex structural systems
172(10)
Description
172(2)
Truncated enumeration
174(4)
Limit state formulation
178(1)
Node replacement (`artificial load') technique
178(1)
Incremental load technique
178(3)
System probability evaluation
181(1)
Applications
182(1)
Conclusion
182(2)
Time Dependent Reliability
184(67)
Introduction
184(3)
Time-integrated approach
187(3)
Basic notions
187(2)
Conversion to a time-independent format
189(1)
Discretized approach
190(6)
Known number of discrete events
191(1)
Random number of discrete events
192(2)
Return period
194(1)
Hazard function
195(1)
Stochastic process theory
196(7)
Stochastic process
197(1)
Stationary processes
198(1)
Derivative process
199(1)
Ergodic processes
200(1)
First-passage probability
201(1)
Distribution of local maxima
202(1)
Stochastic processes and outcrossings
203(19)
Discrete processes
203(1)
Borges processes
203(1)
Poisson counting process
204(1)
Filtered Poisson process
205(1)
Poisson spike process
206(1)
Poisson square wave process
207(1)
Renewal processes
208(1)
Continuous processes
209(1)
Barrier (or level) upcrossing rate
209(3)
Outcrossing rate
212(1)
Generalization from barrier crossing rate
212(2)
Outcrossing for discrete processes
214(2)
Outcrossing for continuous Gaussian processes
216(5)
General regions and processes
221(1)
Numerical evaluation of outcrossing rates
222(1)
Time dependent reliability
222(12)
Introduction
222(2)
Sampling methods for unconditional failure probability
224(1)
Importance and conditional sampling
224(1)
Directional simulation in the load process space
225(1)
FOSM/FOR methods for unconditional failure probability
226(8)
Summary
234(1)
Load combinations
234(9)
Introduction
234(1)
General formulation
235(2)
Discrete processes
237(2)
Simplifications
239(1)
Load coincidence method
239(1)
Borges processes
240(2)
Deterministic load combination---Turkstra's rule
242(1)
Dynamic analysis of structures
243(4)
Fatigue analysis
247(3)
General formulation
247(1)
The S-N model
247(2)
Fracture mechanics models
249(1)
Conclusion
250(1)
Load and Load Effect Modelling
251(25)
Introduction
251(1)
Wind loading
252(3)
Wave loading
255(4)
Floor loading
259(15)
General
259(2)
Sustained load representation
261(3)
Equivalent uniformly distributed load
264(2)
Distribution of equivalent uniformly distributed load
266(3)
Maximum (lifetime) sustained load
269(2)
Extraordinary live loads
271(1)
Total live load
272(1)
Permanent and construction loads
273(1)
Conclusion
274(2)
Resistance Modelling
276(19)
Introduction
276(1)
Basic properties of hot-rolled steel members
276(6)
Steel material properties
276(1)
Yield strength
277(3)
Moduli of elasticity
280(1)
Strain-hardening properties
280(1)
Size variation
280(2)
Properties for reliability assessment
282(1)
Properties of steel reinforcing bars
282(1)
Concrete statistical properties
283(2)
Statistical properties of structural members
285(6)
Introduction
285(1)
Methods of analysis
286(1)
Second-moment analysis
286(2)
Simulation
288(3)
Connections
291(1)
Incorporation of member strength in design
292(2)
Conclusion
294(1)
Codes and Structural Reliability
295(25)
Introduction
295(1)
Structural design codes
296(1)
Improved safety-checking formats
297(5)
Probabilistic and probability-based codes
297(1)
Unified rules of the Comite European du Beton and others
298(2)
National Building Code, Canada
300(1)
Load and Resistance Factor Design [LRFD]
301(1)
Some observations
302(1)
Relationship between level 1 and level 2 safety measures
302(4)
Derivation from FOSM/FOR theory
303(2)
Special case: linear limit state function
305(1)
Selection of code safety levels
306(1)
Code calibration procedure
307(5)
Example of code calibration
312(5)
Observations
317(2)
Applications
317(1)
Some theoretical issues
318(1)
Conclusion
319(1)
Probabilistic Evaluation of Existing Structures
320(20)
Introduction
320(2)
Assessment procedures
322(2)
Updating probabilistic information
324(4)
Bayes theorem
324(1)
Application to inspection data
325(3)
Proof and service load information
328(4)
Proof loading
328(2)
Effect of proof loads
330(1)
Service-proven structures
331(1)
Analytical techniques
332(2)
General
332(1)
Deterioration
333(1)
Acceptance criteria for existing structures
334(5)
Nominal probabilities
334(1)
Semi-probabilistic safety checking formats
335(1)
Decision-theory based criteria
336(2)
Life-cycle decision approach
338(1)
Conclusion
339(1)
Appendix A: Summary of Probability Theory 340(30)
A.1 Probability
340(1)
A.2 Mathematics of probability
340(1)
A.2.1 Axioms
340(1)
A.2.2 Derived results
341(1)
A.3 Description of random variables
341(1)
A.4 Moments of random variables
342(2)
A.4.1 Mean or expected value (First Moment)
342(1)
A.4.2 Variance and standard deviation (Second Moment)
342(1)
A.4.3 Bounds on the deviations from the mean
343(1)
A.4.4 Skewness γ1 (Third Moment)
343(1)
A.4.5 Coefficient of kurtosis γ2 (Fourth Moment)
344(1)
A.4.6 Higher moments
344(1)
A.5 Common univariate probability distributions
344(16)
A.5.1 Binomial
344(1)
A.5.2 Geometric
345(1)
A.5.3 Negative Binomial
345(1)
A.5.4 Poisson
346(1)
A.5.5 Exponential
347(1)
A.5.6 Gamma
347(1)
A.5.7 Normal (Gaussian)
348(3)
A.5.8 Central limit theorem
351(1)
A.5.9 Lognormal
351(1)
A.5.10 Beta
352(2)
A.5.11 Extreme value distribution type I
354(2)
A.5.12 Extreme value distribution type II
356(2)
A.5.13 Extreme value distribution type III
358(2)
A.6 Jointly distributed random variables
360(2)
A.6.1 Joint probability distribution
360(1)
A.6.2 Conditional probability distributions
361(1)
A.6.3 Marginal probability distributions
361(1)
A.7 Moments of jointly distributed random variables
362(2)
A.7.1 Mean
362(1)
A.7.2 Variance
362(1)
A.7.3 Covariance and correlation
363(1)
A.8 Bivariate normal distribution
364(3)
A.9 Transformation of random variables
367(1)
A.9.1 Transformation of a single random variable
367(1)
A.9.2 Transformation of two or more random variables
367(1)
A.9.3 Linear and orthogonal transformations
368(1)
A.10 Functions of random variables
368(2)
A.10.1 Functions of a single random variable
368(1)
A.10.2 Functions of two or more random variables
369(1)
A.10.3 Some special results
369(1)
A.11 Moments of functions of random variables 370(38)
A.11.1 Linear functions
370(1)
A.11.2 Product of variates
371(1)
A.11.3 Division of variates
371(1)
A.11.4 Moments of a square root
372(1)
A.11.5 Moments of a quadratic form
372(1)
A.12 Approximate moments for general functions
372(2)
Appendix B: Rosenblatt and Other Transformations 374(12)
B.1 Rosenblatt transformation
374(2)
B.2 Nataf transformation
376(3)
B.3 Orthogonal transformation of normal random variables
379(3)
B.4 Generation of dependent random vectors
382(4)
Appendix C: Bivariate and Multivariate Normal Integrals 386(15)
C.1 Bivariate normal integral
386(4)
C.1.1 Format
386(2)
C.1.2 Reductions of form
388(1)
C.1.3 Bounds
388(2)
C.2 Multivariate normal integral
390(11)
C.2.1 Format
390(1)
C.2.2 Numerical integration of multi-normal integrals
391(1)
C.2.3 Reduction to a single integral
391(1)
C.2.4 Bounds on the multivariate normal integral
392(1)
C.2.5 First Order Multinormal (FOMN) approach
392(6)
C.2.5.1 Basic method: B-FOMN
392(3)
C.2.5.2 Improved method: I-FOMN
395(2)
C.2.5.3 Generalized method: G-FOMN
397(1)
C.2.6 Product of Conditional Marginals (PCM) approach
398(3)
Appendix D: Complementary Standard Normal Table 401(4)
Appendix E: Random Numbers 405(1)
Appendix F: Computer Programs 406(2)
References 408(23)
Index 431

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