Empirical Evaluation of Inertial Soil-Structure Interaction Effects

[1]  Jacobo Bielak,et al.  Dynamics of building-soil interaction , 1973, Bulletin of the Seismological Society of America.

[2]  Michio Iguchi,et al.  Vibration of Flexible Plate on Viscoelastic Medium , 1982 .

[3]  J. Lysmer,et al.  FLUSH - a computer program for approximate 3-D analysis of soil-structure interaction problems , 1975 .

[4]  Anestis S. Veletsos,et al.  Seismic Interaction of Structures and Soils: Stochastic Approach , 1989 .

[5]  Stewart w. Smith,et al.  Analysis of the El Centro differential array for the 1979 Imperial Valley earthquake , 1982 .

[6]  J. W. Meek,et al.  Dynamic behaviour of building‐foundation systems , 1974 .

[7]  Astrom.  Computer Controlled Systems , 1990 .

[8]  John F. Schneider,et al.  Empirical Spatial Coherency Functions for Application to Soil-Structure Interaction Analyses , 1991 .

[9]  Gin-Show Liou,et al.  EFFECT OF FLEXIBILITY ON IMPEDANCE FUNCTIONS FOR CIRCULAR FOUNDATION , 1994 .

[10]  Mihailo D. Trifunac,et al.  Interaction of a shear wall with the soil for incident plane SH waves , 1972 .

[11]  Anestis S. Veletsos,et al.  Vibration of viscoelastic foundations , 1974 .

[12]  Lennart Ljung,et al.  System Identification: Theory for the User , 1987 .

[13]  C. B. Crouse,et al.  FOUNDATION IMPEDANCE FUNCTIONS: THEORY VERSUS EXPERIMENT , 1990 .

[14]  Erdal Safak,et al.  Analysis of recordings in structural engineering; adaptive filtering, prediction, and control , 1988 .

[15]  J. E. Luco,et al.  Dynamic Response of Circular Footings , 1971 .

[16]  Gene F. Franklin,et al.  Digital control of dynamic systems , 1980 .

[17]  Kausel Bolt,et al.  Forced vibrations of circular foundations on layered media. , 1974 .

[18]  Alan V. Oppenheim,et al.  Discrete-Time Signal Pro-cessing , 1989 .

[19]  Ricardo Dobry,et al.  Dynamic Response of Arbitrarily Shaped Foundations , 1986 .

[20]  H. Bolton Seed,et al.  Seismic Soil-Structure Interaction Effects at Humboldt Bay Power Plant , 1977 .

[21]  P. Welch.  The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms , 1967 .

[22]  H. Seed,et al.  Analysis of Local Variations in Free Field Seismic Ground Motion. , 1981 .

[23]  S. M. Day,et al.  Finite element analysis of seismic scattering problems , 1977 .

[24]  R. Clough,et al.  Dynamics Of Structures , 1975 .

[25]  Anestis S. Veletsos,et al.  LATERAL AND ROCKING VIBRATION OF FOOTINGS , 1971 .

[26]  Masanobu Shinozuka,et al.  Experimental Verification of a Number of Structural System Identification Algorithms , 1991 .

[27]  J. Luco,et al.  Impedance functions for foundations embedded in a layered medium: An integral equation approach , 1987 .

[28]  Milos Novak.  Piles Under Dynamic Loads , 1991 .

[29]  M. P. Romo,et al.  The Mexico Earthquake of September 19, 1985—Relationships between Soil Conditions and Earthquake Ground Motions , 1988 .

[30]  Anestis S. Veletsos,et al.  Seismic Interaction of Structures on Hysteretic Foundations , 1975 .

[31]  J. Avilés,et al.  Evaluation of interaction effects on the system period and the system damping due to foundation embedment and layer depth , 1996 .

[32]  James F. Gibbs,et al.  In-situ measurements of seismic velocity at 22 locations in the Los Angeles, California region , 1982 .

[33]  Jack P. Moehle,et al.  Evaluation of ATC Requirements for Soil-Structure Interaction Using Data from the 3 March 1985 Chile Earthquake , 1990 .

[34]  J. Enrique Luco,et al.  Soil-Structure Interaction and Identification of Structural Models , 1980 .

[35]  E. Vanmarcke,et al.  Stochastic Variation of Earthquake Ground Motion in Space and Time , 1986 .

[36]  H. R. Riggs,et al.  Influence of foundation flexibility on soil‐structure interaction , 1985 .

[37]  A. M. Prasad,et al.  TRANSFER FUNCTIONS FOR RIGID RECTANGULAR FOUNDATIONS , 1997 .

[38]  Erdal Şafak.  Identification of Linear Structures Using Discrete‐Time Filters , 1991 .

[39]  Roger D. Borcherdt,et al.  Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification) , 1994 .

[40]  H. L. Wong,et al.  Response of a rigid foundation to a spatially random ground motion , 1986 .

[41]  Mihailo D. Trifunac,et al.  A comparison of soil-structure interaction calculations with results of full-scale forced vibration tests* , 1988 .

[42]  Soil-structure interaction of “JPDR” based on earthquake observations and forced vibration tests , 1988 .

[43]  Pierre-Yves Bard,et al.  Effects of buildings on the duration and amplitude of ground motion in Mexico City , 1996, Bulletin of the Seismological Society of America.

[44]  Paul C. Jennings,et al.  Effect of Embedment on Foundation‐Soil IMPEDANCES , 1984 .

[45]  Jacobo Bielak,et al.  Dynamic behaviour of structures with embedded foundations , 1974 .

[46]  P. C. Jennings.  Distant motions from a building vibration test , 1970, Bulletin of the Seismological Society of America.

[47]  J. Luco,et al.  Response of circular foundation to spatially random ground motion , 1987 .

[48]  Mrinal K. Sen,et al.  The influence of site conditions on the spatial incoherence of ground motions , 1991 .

[49]  Reginald DesRoches,et al.  RESPONSE OF THE NORTHWEST CONNECTOR IN THE LANDERS AND BIG BEAR EARTHQUAKES. , 1994 .