Soil Dynamics and Earthquake Engineering 2005: Vol 25 Index & Table of Contents

2005·1.3 MB·English

SOIL DYNAMICS
EAANR TDHDQ UAKE
ENGINEERING
ELSEVIER Soil Dynamics and Earthquake Engineering 25 (2005) I-V
www.elsevier.com/locate/soildyn
Contents of Volume 25
Number 1
Evaluation of lateral spreading using artificial neural networks l
M. H. BAZIAR & A. GHORBANI (Iran)
Response spectral attenuation relationships for Sumatran-subduction earthquakes and the
seismic hazard implications to Singapore and Kuala Lumpur 1]
K. MEGAWATI (China), T.-C. PAN (Singapore) & K. KOKETSU (Japan)
Numerical study of characteristics of underground blast induced surface ground motion
and their effect on above-ground structures. Part I. Ground motion characteristics 27
C. WU & H. HAO (Australia)
Numerical study of characteristics of underground blast induced surface ground motion
and their effect on above-ground structures. Part II. Effects on structural responses 39
H. HAO & C. WU (Australia)
Energy-based probabilistic evaluation of soil liquefaction 55
Y. R. CHEN, S. C. HSIEH, J. W. CHEN & C. C. SHIH (Taiwan, ROC)
Simultaneous identification of time and space variant dynamic soil properties during the
1995 Hyogoken-Nanbu earthquake 69
A. MIKAMI & T. SAWADA (Japan)
Number 2
Study on methodology for running safety assessment of trains in seismic design of
railway structures 79
X. LUO (Japan)
Processing of strong-motion accelerograms: needs, options and consequences 93
D. M. BOORE (USA) & J. J. BOMMER (UK)
Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes 117
C.-J. LEE (Taiwan, ROC)
Evaluation of seismic site factors in the Mississippi Embayment. I. Estimation of
dynamic properties 133
D. PARK & Y. M. A. HASHASH (USA)
Evaluation of seismic site factors in the Mississippi Embayment. II. Probabilistic seismic
hazard analysis with nonlinear site effects 145
D. PARK & Y. M. A. HASHASH (USA)
Shear moduli of volcanic soils
T. SAHAPHOL & S. MIURA (Japan)
Shear wave velocity modelling in crustal rock for seismic hazard analysis
A. M. CHANDLER (China), N. T. K. LAM (Australia) & H. H. TSANG (China)
Number 3
Late resonant response at Wainuiomata, New Zealand, during distant earthquakes
W. R. (BILL) STEPHENSON (New Zealand)
Effect of tilt on strong motion data processing
V. M. GRAIZER (USA)
The reflection of plane waves in a poroelastic half-space saturated with inviscid fluid
C.-H. LIN, V. W. LEE & M. D. TRIFUNAC (USA)
II Contents of Volume 25/Soil Dynamics and Earthquake Engineering (2005) I-V
Assessment of liquefaction potential based on peak ground motion parameters
R. P. ORENSE (Japan)
Nonlinear identification of the soil response at Dahan downhole array site during the 1999
Chi—Chi earthquake
O. PAVLENKO (Russia Federation) & C.-H. LOH (Taiwan, ROC)
Analysis of a highway embankment failure associated with the 1999 Ditzce, Turkey
earthquake
B. S. BAKIR & E. AKI (Turkery)
Number 4
Ambient noise horizontal-to-vertical spectral ratio in site effects estimation and
correlation with seismic damage distribution in urban environment: the case of the city of
Thessaloniki (Northern Greece)
A. A. PANOU, N. THEODULIDIS, P. HATZIDIMITRIOU, K. STYLIANIDIS &
C. B. PAPAZACHOS (Greece)
A comparative study of buried structure in soil subjected to blast load using 2D and 3D
numerical simulations
Y. LU, Z. WANG & K. CHONG (Singapore)
A 3D BEM-FEM methodology for simulation of high speed train induced vibrations
J. O'BRIEN & D. C. RIZOS (USA)
Parametric analysis of the seismic response of a 2D sedimentary valley: implications for
code implementations of complex site effects ;
K. MAKRA (Greece), F. J. CHAVEZ-GARCIA (México), D. RAPTAKIS &
K. PITILAKIS (Greece)
Sensitivity of PSHA results to ground motion prediction relations and logic-tree weights
F. SABETTA, A. LUCANTONI (Italy), H.B UNGUM (Norway) &
J. J. BOMMER (UK)
Computation of response spectra from mining tremors using neural networks
K. KUZNIAR, E. MACIAG & Z. WASZCZYSZYN (Poland)
Number 5
Influence of seismic cyclic loading history on small strain shear modulus of saturated
sands
Y.-G. ZHOU & Y.-M. CHEN (China)
Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings
I. TAKEWAKI & A. KISHIDA (Japan)
Three-dimensional liquefaction potential analysis using geostatistical interpolation
K. M. DAWSON & L. G. BAISE (USA)
Seismic microzoning from synthetic ground motion parameters: case study, Santiago de
Cuba
L. ALVAREZ (Cuba), F. VACCARI, G. F. PANZA (Italy) & R. PICO (Cuba)
Estimating severity of liquefaction-induced damage near foundation
C. H. JUANG, H. YUAN, D. K. LI, S. H. YANG & R. A. CHRISTOPHER (USA)
Number 6
On publication rates in earthquake engineering
M. D. TRIFUNAC (USA)
Transient mechanical wave propagation in semi-infinite porous media using a finite
element approach
A. MESGOUEZ, G. LEFEUVE-MESGOUEZ & A. CHAMBAREL (France)
Contents of Volume 25/Soil Dynamics and Earthquake Engineering (2005) I-V
An identification procedure of soil profile characteristics from two free field acclerometer
records 43]
Z. HARICHANE, H. AFRA & S. M. ELACHACHI (Algeria)
Empirical models for estimating liquefaction-induced lateral spread displacement 439
J. ZHANG & J. X. ZHAO (New Zealand)
Evaluation of seismic displacements of quay walls 451
S.-R. KIM, I.-S. JANG, C.-K. CHUNG & M.-M. KIM (South Korea)
Correlation of shear wave velocity with liquefaction resistance based on laboratory tests 461
C. YUNMIN, K. HAN & C. REN-PENG (China)
Numbers 7—10
11th International Conference on Soil Dynamics and Earthquake Engineering
(ECSDEE): Part |
A selection of papers from the joint conference of 11th ICSDEE and third
International Conference on
Earthquake Geotechnical Engineering (ICEGE), University of California,
Berkeley, 7-9 January 2004
acne, asl ORE Ee ee a ee eae eer a ete 8h 85 . Bae 47]
T. NOGAMI, A. R. ANANDARAJAH & A. ELGAMAL, I. TOWHATA
(Singapure)
Assessment of seismic risk in Tashkent, Uzbekistan and Bishkek, Kyrgyz Republic . . 473
M. ERDIK (Turkey), T. RASHIDOV (Uzbekistan), E.S AFAK (USA) &
A. TURDUKULOV (Kyrgyzstan)
Simulation of seismic response in a city-like environment. . ... . ee aee ee 487
J.-P. GROBY (France), C. TSOGKA (USA) & A. WIRGIN (France)
A study on the duration and amplitude characteristics of earthquake ground motions. . 505
Y. SHOJI, K. TANIT & M. KAMIYAMA (Japan)
Wave propagation and soil—structure interaction on a cliff crest during the 1999 Athens
I lee a ae ee ay Sa EES oA ae Do get ss argeeny eis gcghaagens 513
D. ASSIMAKI, E. KAUSEL (USA) & G. GAZETAS (Greece)
Seismic wave amplification: Basin geometry vs soil layering ............- 529
J. F.S EMBLAT, M. KHAM, E. PARARA, P. Y. BARD (France), K. PITILAKIS,
K. MAKRA & D. RAPTAKIS (Greece)
Case study of strong ground motion variations across cut slope... ........ 539
J. P. STEWART & S. E. SHOLTIS (USA)
Numerical evaluation of slope topography effects on seismic ground motion ... . . 547
G. D. BOUCKOVALAS & A. G. PAPADIMITRIOU (Greece)
Data archives of seismic fault-induced damage. ............. ete es 559
K. KONAGAI (Japan)
Seismic upgrade of hydraulic fill dam by buttressing. . .......
L. H. MEJIA, J. I. SUN & K. K. LEUNG (USA)
Structural and geotechnical impacts of surface rupture on highway structures during
I BO ES i 2 ie oe a ek ee ee ee
A. PAMUK, E. KALKAN & H. I. LING (USA)
Characterizing frictional behavior for use in predicting the seismic response of unattached
NE swig go Baas Ee See ek ee eS coy Coa ee ee
S. RAY CHAUDHURI & T. C. HUTCHINSON (USA)
International standard (ISO) on seismic actions for designing geotechnical works—An
NE rd AI Tae oh ee ete ee a To ee a eee eta, a Dien Erte ney eee 605
S. IAI (Japan)
IV Contents of Volume 25/Soil Dynamics and Earthquake Engineering (2005) I-V
Response of three Athens metro underground structures in the 1999 Parnitha earthquake
G. GAZETAS, N. GEROLYMOS & I. ANASTASOPOULOS (Greece)
Dynamic theory of rigid-plasticity
M. Enoki, B. X. Luong, N. Okabe & K. Itou (Japan)
A method for nonlinear dynamic response analysis of semi-infinite foundation soil. . .
C. K. Lee, H. Shiojiri, K.H anada & T. T. Nakagawa (Japan)
Dyadic wavelet analysis of PDA signals
J. DUAN & I. S. OWEIS (USA)
A new method for formulation of dynamic responses of shallow foundations in simple
general form
T. NOGAMI, A. A. MAHBUB & S. H. CHEN (Singapore)
H-adaptivity applied to liquefiable soil in nonlinear analysis of soil—pile interaction .
X. TANG & T. SATO (Japan)
Reduction of ground vibration by means of barriers or soil improvement along a railway
track
L. ANDERSEN & S. R. K. NIELSEN (Denmark)
Study of SSI and non-uniform ground motion effect on pounding between bridge girders
N. CHOUW & H. HAO (Australia)
Effects of spatially variable ground motions on the seismic response of a skewed, multi-
span, RC highway bridge
L. LOU & A. ZERVA (USA)
Bound of earthquake input energy to soil—structure interaction systems. .......
I. TAKEWAKI (Japan)
Effects of inertial and kinematic interaction on seismic behavior of pile with embedded
foundation
K. TOKIMATSU, H. SUZUKI & M. SATO (Japan)
Calibration of dynamic analysis methods from field test data
A. ANANDARAJAH, J. ZHANG & C. EALY (USA)
Centrifuge modeling of load-deformation behavior of rocking shallow foundations. . .
S. GAJAN, B. L. KUTTER, J. D. PHALEN, T. C. HUTCHINSON &
G. R. MARTIN (USA)
Seismic soil pressure for building walls: An updated approach
F. OSTADAN (USA)
Seismic earth pressures on rigid and flexible retaining walls... ........2.2.
P. N. PSARROPOULOS (Greece), G. KLONARIS (USA) & G. GAZETAS
(Greece)
Number 11
Liquefaction-induced large displacement of pile-supported wharf
A. TAKAHASHI & J. TAKEMURA
Diffraction of seismic waves in an elastic, cracked halfplane using a boundary integral
formulation : é ;
A. RODRIGUEZ-CASTELLANOS, F. LUZON & F. SANCHEZ-SESMA
Local and global shape functions in a boundary element formulation for the calculation of
traffic induced vibrations
S. FRANCOIS, G. LOMBAERT & G. DEGRANDE
A continuum damage concrete model for earthquake analysis of concrete gravity
dam-—reservoir systems
Y. CALAYIR & M. KARATON
3D configuration of Mygdonian basin and preliminary estimate of its site response
D. G. RAPTAKIS, M. V. MANAKOU, F. J. CHVEZ-GARCA, K. A. MAKRA &
K. D. PITILAKIS
Contents of Volume 25/Soil Dynamics and Earthquake Engineering (2005) I-V
Discussion of the paper ‘An empirical attenuation relationship for Northwestern Turkey
ground motion using a random effects approach’ 889
P. GULKAN (Trukey) & E. KALKAN (USA)
Number 12
Stress fields of a half-plane caused by moving loads-resolved using doublet mechanics 893
S.-S. LIN & Y.-C. SHEN (Taiwan, ROC)
Diagnosis and prediction of vibration from railway trains 905
B. PICOUX & D. LE HOUEDEC (France)
Correlation of cyclic preloading with the liquefaction resistance 923
T. WICHTMANN, A. NIEMUNIS, T. TRIANTAFYLLIDIS (Germany) & M.
POBLETE (Chile)
The role of the seismic trigger in the Calitri landslide (Italy): historical reconstruction and
dynamic analysis 933
S. MARTINO & G. S. MUGNOZZA (Italy)
Vibrations of square and circular foundations with concentric openings on elastic half
space 951]
D. KARABALIS (Greece) & C.-F. D.H UANG (USA)
Strain accumulation in sand due to cyclic loading: drained triaxial tests 967
T. WICHTMANN, A. NIEMUNIS & T. TRIANTAFYLLIDIS (Germany)
Scattering of plane SV waves by cylindrical canyons in saturated porous medium 981
L. WEIHUA & Z. CHENGGANG (China)
Scattering of plane P waves by circular-arc alluvial valleys with saturated soil deposits 997
L. WEIHUA, Z. CHENGGANG (China) & S. PEIXIN (USA)
Response to the discussion: Discussion of the paper ‘“‘An empirical attenuation relation-
ship for northwestern Turkey ground motion using a random effects approach’’ 1015
C. OZBEY & A. SARI (USA)