Department of Civil and Environmental Engineering Stanford Universitydp513mk8319/TR84... · 2013....
104
Department of Civil and Environmental Engineering Stanford University A NONSTATIONARY PROBABILISTIC MODEL FOR PORE PRESSURE DEVELOPMENT AND SITE RESPONSE DUE TO SEISMIC EXCITATION by Jaw-Nan Wang and Edward Kavazanjian, Jr. Report No. 84 August 1987
Department of Civil and Environmental Engineering Stanford Universitydp513mk8319/TR84... · 2013. 11. 21. · Department of Civil and Environmental Engineering Stanford University
Department of Civil and Environmental Engineering Stanford
University
A NONSTATIONARY PROBABILISTIC MODEL FOR PORE PRESSURE
DEVELOPMENT AND SITE RESPONSE
DUE TO SEISMIC EXCITATION
by
Jaw-Nan Wang and
Edward Kavazanjian, Jr.
Report No. 84
August 1987
The John A. Blume Earthquake Engineering Center was established
to promote research and education in earthquake engineering.
Through its activities our understanding of earthquakes and their
effects on mankind’s facilities and structures is improving. The
Center conducts research, provides instruction, publishes reports
and articles, conducts seminar and conferences, and provides
financial support for students. The Center is named for Dr. John A.
Blume, a well-known consulting engineer and Stanford alumnus.
Address: The John A. Blume Earthquake Engineering Center Department
of Civil and Environmental Engineering Stanford University Stanford
CA 94305-4020 (650) 723-4150 (650) 725-9755 (fax) earthquake @ce.
stanford.edu http://blume.stanford.edu
ABSTRACTTABLE OF CONTENTSCHAPTER I. INTRODUCTION I.1 Statement
of the Problem
CHAPTER II. REVIEW OF METHODS FOR EVALUATION OF LIQUEFACTION
POTENTIALII.1.2 Total Stress AnalysesII.2 Probabilistic
ApproachesII.2.1 Methods Based on Field DataII.2.2 Stationary
Random Vibration ModelsII.2.3 Method by Haldar and Tang
(1979)II.2.5 Methods By Chameau and Clough (1983)
CHAPTER III. RANDOM VIBRATION MODELSIII.1 Random ProcessesIII.2
Stationary Random ProcessesIII.2.1 Properties of Stationary Random
ProcessesIII.2.2 Output and Input Relations For Linear Systems
III.3 Nonstationary Random ProcessesIII.3.2 System Response to
Nonstationary Random Excitation
III.4 Summary
CHAPTER IV. CHARACTERIZATION OF NONSTATIONARY GROUND
MOTIONSIV.1Review and Purpose IV.2 Characterization of
Nonstationary IntensityIV.4 Characterization of Nonstationary
Frequency ContentIV.6 Summary
CHAPTER V. SOIL RESPONSE CHARACTERISTICS AND PORE PRESSURE
GENERATIONV.1 Soil CharacterizationV.1.2 Response Functions H and
hV.1.3 Iterative Equivalent-Linear Approach
CHAPTER VI. SITE RESPONSE ANALYSESVI.1 IntroductionVi.3
Non-Homogeneous Linear Visco-Elastic Deep Site ResponseVI.5 USGS
"Wildlife" Monitoring Station Site Response
CHAPTER VII. CONCLUSIONS AND RECOMMENDATIONSVII.1
Conclusions
