Response Spectrum–Based Stochastic Method for Earthquake Analysis of Gravity Dams

AbstractTime-history response analysis is necessary to account accurately for the dam–foundation rock and the dam–reservoir water interaction effects in the earthquake response of gravity dams. Thi...

[1]  Mihailo D. Trifunac,et al.  Probabilistic spectrum superposition for response analysis including the effects of soil-structure interaction , 1990 .

[2]  Armando Miguel Awruch,et al.  Probabilistic finite element analysis of concrete gravity dams , 1998 .

[3]  A. Kiureghian.  Structural Response to Stationary Excitation , 1980 .

[4]  Wei Zhou,et al.  Integrated duration effects on seismic performance of concrete gravity dams using linear and nonlinear evaluation methods , 2015 .

[5]  Pierre Léger,et al.  Evaluation of earthquake ground motions to predict cracking response of gravity dams , 1996 .

[6]  David M. Boore,et al.  Empirical Improvements for Estimating Earthquake Response Spectra with Random‐Vibration Theory , 2012 .

[7]  J. Achenbach.  Wave propagation in elastic solids , 1962 .

[8]  Mihailo D. Trifunac,et al.  Seismic response of multistoried buildings including the effects of soil-structure interaction , 1991 .

[9]  I. Gupta,et al.  Response Spectrum Superposition for Structures with Uncertain Properties , 2001 .

[10]  Chuangbing Zhou,et al.  Correlation between strong motion durations and damage measures of concrete gravity dams , 2015 .

[11]  Mihailo D. Trifunac,et al.  A note on the nonstationarity of seismic response of structures , 2000 .

[12]  Joseph Penzien,et al.  CHARACTERISTICS OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONS , 1974 .

[13]  I. D. Gupta,et al.  Hydrodynamic forces on gravity dams with realistic modelling of reservoir bottom absorption effects , 2007 .

[14]  Anil K. Chopra,et al.  Earthquake analysis of concrete gravity dams including dam‐water‐foundation rock interaction , 1981 .

[15]  Maurice A. Biot,et al.  A mechanical analyzer for the prediction of earthquake stresses , 1941 .

[16]  J. M. Raphael.  Tensile Strength of Concrete , 1984 .

[17]  Anil K. Chopra,et al.  Hydrodynamic pressures and response of gravity dams to vertical earthquake component , 1972 .

[18]  I. D. Gupta,et al.  A probabilistic approach for estimating the response of multi-degree-of-freedom structures , 1994 .

[19]  Mihailo D. Trifunac,et al.  An improved probabilistic spectrum superposition , 1998 .

[20]  David M. Boore,et al.  A note on the use of random vibration theory to predict peak amplitudes of transient signals , 1984 .

[21]  Mihailo D. Trifunac,et al.  ORDER STATISTICS OF PEAKS IN EARTHQUAKE RESPONSE , 1988 .

[22]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[23]  C. Page.  Instantaneous Power Spectra , 1952 .

[24]  Charles Menun,et al.  A response‐spectrum‐based envelope for Mohr's circle , 2003 .

[25]  John E. Goldberg,et al.  Response of a simple structure to a random earthquake-type disturbance , 1961 .

[26]  Maurice A. Biot,et al.  Analytical and Experimental Methods in Engineering Seismology , 1943 .

[27]  Yong Sun,et al.  Non-stationary random seismic responses of non-uniform beams , 1995 .

[28]  C. T. Lee,et al.  Time-dependent power spectral density of earthquake ground motion* , 1988 .

[29]  M. Longuet-Higgins,et al.  The statistical distribution of the maxima of a random function , 1956, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[30]  Anil K. Chopra,et al.  Earthquake Finite Element Analysis of Structure-Foundation Systems , 1974 .

[31]  Charles Menun.  An envelope for Mohr's circle in seismically excited three‐dimensional structures , 2004 .

[32]  N. Null.  Minimum Design Loads for Buildings and Other Structures , 2003 .

[33]  Mihailo D. Trifunac,et al.  Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion , 1998 .

[34]  Junjie Huang.  Earthquake Damage Analysis of Concrete Gravity Dams: Modeling and Behavior under Near-Fault Seismic Excitations , 2015 .

[35]  Mihailo D. Trifunac,et al.  Statistical extension of response spectrum superposition , 1985 .

[36]  Gregory L. Fenves,et al.  Effects of reservoir bottom absorption on earthquake response of concrete gravity dams , 1983 .

[37]  Mihailo D. Trifunac,et al.  A note on the statistics of ordered peaks in stationary stochastic processes , 1998 .

[38]  M. Biot,et al.  Theory of Elastic Systems Vibrating under Transient Impulse with an Application to Earthquake-Proof Buildings. , 1933, Proceedings of the National Academy of Sciences of the United States of America.