Contents of volume 13

Contents of volume 13

Soil Dynamics and Earthquake Engineering 13 (1994) 425-427 © 1994ElsevierScienceLimited Printed in Great Britain.All rights reserved ELSEVIER CONTEN...

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Soil Dynamics and Earthquake Engineering 13 (1994) 425-427

© 1994ElsevierScienceLimited Printed in Great Britain.All rights reserved ELSEVIER

CONTENTS OF VOLUME 13

Number 1 Interpretation of anomalies in observed stress data at the Central Graben (North Sea) - - Numerical and analytical approach . . . . . . . . . . . . . . . . . . H. SPANN, B. MULLER & K. FUCHS (Germany) Analysis of dispersed multi-mode signals of the SASW method using the multiple filter/crosscorrelation technique . . . . . . . . . . . . . . . . . . . . . . . . M.O. AL-HUNAIDI (Canada)

13

Spatial variation of soil stiffness: Spectral density approach . . . . . . . . . . . J. GRABE (Germany)

25

Transient response of finitely long cylindrical cavity with arbitrary cross-section.. T. NOGAMI & J.X. ZHU (USA)

31

The International Decade for Natural Disaster Reduction (IDNDR): A challenge to science . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E.J. PLATE & W. KRON (Germany)

45

Wave propagation/impediment in a stratum and wave impeding block (WlB) measured for SSI response reduction . . . . . . . . . . . . . . . . . . . . . . H. TAKEMIYA & A. FUJIWARA (Japan)

49

The stable state in cyclic triaxial testing on sand . . . . . . . . . . . . . . . . L.B. IBSEN (Denmark)

63

The Black Forest Observatory, Schiltach . . . . . . . . . . . . . . . . . . . . D. EMTER, H.-G. WENZEL & W. Z O R N (Germany)

73

Book Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

77

Number 2 A probabilistic approach for estimating the response of multi-degree-of-freedom structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.D. G U P T A (India) Load bearing behaviour of fully grouted anchors under shock loading . . . . . . H. H A G E D O R N (Switzerland) Comparison of response spectrum amplitudes from earthquakes with a lognormally and exponentially distributed return period . . . . . . . . . . . . . . . . . . M.I. TODOROVSKA (USA)

79 89

97

Paraxial approximation for poroelastic media . . . . . . . . . . . . . . . . . H. MODARESSI & I. BENZENATI (France)

117

High strain dynamic modulus and damping of chemically grouted sand M.H. MAHER, K.S. RO & J.P. WELSH (USA)

131

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Substructure methods for impact systems: Comparison with free field measurements Th. NEIDHART, J. GRABE & G. HUBER (Germany)

139

Book Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

147

Number 3 Q and high-frequency strong motion spectra . . . . . . . . . . . . . . . . . . M.D. T R I F U N A C (USA)

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149

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Contents o f Volume 13

An Engineering Guide to Seismic Risk to Dams in the United Kingdom, and its international relevance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E.M. GOSSCHALK, R.T. SEVERN, J.A. C H A RLES & J.L. H I N K S (UK)

163

The dynamic shear response of an infinitely long visco-elastic layer under gravitational loading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O. A Y D A N (Japan)

181

A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994 . . . . . . . . . . . . . . . . M.D. T R I F U N A C , M.I. T O D O R O V S K A & S.S. IVANOVIC (USA)

187

Analytical and numerical techniques for the dynamic analysis of non-classically damped linear systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . F. PEROTTI (Italy)

197

Spectral characteristics of the seismic hazard between the Alps and the Dinarides . L. PERUZZA, L. SIROVICH & D. SLEJKO (Italy)

213

Seismic hazard assessment using intensity point data . . . . . . . . . . . . . . G. MONACHESI, L. PERUZZA, D. SLEJKO & M. STUCCHI (Italy)

219

Announcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

227

Number 4 Site effects in Mexico City eight years after the September 1985 Michoacan earthquakes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F.J. C H A V E Z - G A R C I A (Mexico) & P.-Y. BARD (France)

229

Analytical and numerical solutions for wave propagation in water-saturated porous layered half-space . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J. TABATABAIE YAZDI, S. VALLIAPPAN & C. Z H A O (Australia)

249

Closed-loop random vibration control of a shaker table with a microcomputer . . M.L. W A N G (USA)

259

Identification of force from response data of a nonlinear system . . . . . . . . . M.L. W A N G & T.J. K R E I T I N G E R (USA)

267

Seismic ground motion in a layered half-space due to a Haskell-type source. I: Theory . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A.P. T H E O H A R I S (Greece) & G. DEODATIS (USA)

281

Seismic ground motion in a layered half-space due to a Haskell-type source. II: Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G. DEODATIS (USA) & A.P. T H E O H A R I S (Greece)

293

Erratum . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

303

Number 5 Dynamic response of 2D and 3D block foundations on a halfspace with inclusions H. ANTES & O. VON E S T O R F F (Germany)

305

M TM of the 1989 Loma Prieta earthquake . . . . . . . . . . . . . . . . . . . M.D. T R I F U N A C (USA)

313

Dependence of strong ground motion on magnitude~listance, site geology and macroseismic intensity for shallow earthquakes in Greece: II, Horizontal pseudovelocity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N.P. T H E O D U L I D I S & B.C. PAPAZACHOS (Greece) Generation of hazard-consistent fragility curves . . . . . . . . . . . . . . . . . H.H.M. H W A N G & J.-R. H U O (USA) Application of the weighted residual method to diffraction by 2-D canyons of arbitrary shape: I. Incident SH waves . . . . . . . . . . . . . . . . . . . . . V.W. LEE & X. WU (USA)

317 345

355

Contents of Volume 13 Application of the weighted residual method to diffraction by 2-D canyons of arbitrary shape: II. Incident P, SV and Rayleigh waves . . . . . . . . . . . . . V.W. LEE & X. WU (USA)

427

365

Number 6 Generation of hazard-consistent ground motion . . . . . . . . . . . . . . . . H.H.M. H W A N G & J.-R. HUO (USA)

377

Absorbing boundary conditions for dynamic analysis of fluid-saturated porous media . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T. AKIYOSHI, K. F U C H I D A & H.L. F A N G (Japan)

387

Order statistics of functionals of strong ground motion for a class of renewal processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M.I. TODOROVSKA (USA)

399

Scattering of plane SH waves by a cylindrical canyon of circular-arc cross-section X. YUAN & Z.P. LIAO (China)

407

Site effect evaluation at Mexico City: dominant period and relative amplification from strong motion and microtremor records . . . . . . . . . . . . . . . . . . J. LERMO & F.J. CH,h,VEZ-GARCIA (Mexico)

413

Contents of Volume 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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