Soil Dynamics and Earthquake Engineering 2003: Vol 23 Table of Contents

4 Pages·2003·0.96 MB·English

SOIL DYNAMICS
EAANRT DH>Q UAKE
ENGINEERING
Soil Dynamics and Earthquake Engineering 23 (2003) I-IV
www.elsevier.com/locate/soildyn
Contents of Volume 23
Number 1
Near-field horizontal and vertical earthquake ground motions ............
N. N. AMBRASEYS & J. DOUGLAS (London)
Study on wall-type gravel drains as liquefaction countermeasure for underground structures 19
R. P. ORENSE, I. MORIMOTO, Y. YAMAMOTO, T. YUMIYAMA,
H. YAMAMOTO & K. SUGAWARA (Japan)
Dynamic pressures on a pair of rigid walls retaining poroelastic soil. . . ...... 4]
D. D. THEODORAKOPOULOS (Greece)
Seismic behavior of a post-tensioned integral bridge including soil—structure interaction
Is = Sk NN Ne ae a ig gee ages a tar pe gg ok og are se a eg re ena 53
C. SPYRAKOS & G. LOANNIDIS (Greece)
Wave propagation in a seven-story reinforced concrete building: III. Damage detection
var CORE SE es 85 kee eS ee a. Se ee OO eo 65
M. D. TRIFUNAC (USA), S. S. IVANOVIC (Yugoslavia) &
M. I. TODOROVSKA (USA)
A hybrid indirect boundary element—discrete wave number method applied to simulate
the sersmic reapanee Of Strained GInAViNl VEeys. . se ee 77
S. A. GIL-ZEPEDA, J. C.M ONTALVO-ARRIETA, R. VAI &
F. J. SANCHEZ-SESMA (Mexico)
Number 2
Evaluation of site effects in some localities of ‘Alta Val Tiberina Umbra’ (Italy) by
I I ee ee ae ae ae a ee ke ee ee es 85
F. PERGALANI, M. COMPAGNONI & V. PETRINI (Italy)
Effect of asymmetry and irregularity of seismic waves on earthquake-induced differential
settlement of bulidings of nétural Gubsgl.. . . wk ee 107
X. YUAN, R. SUN & M. SHANGJIU (People’s Republic of China)
A critical state interpretation for the cyclic liquefaction resistance of silty sands . 115
G. D. BOUCKOVALAS, K. I. ANDRIANOPOULOS & A. G. PAPADIMITRIOU
(Greece)
Design of efficient base isolation for hammers and presses . . ........... 127
A. G. CHEHAB & M. H. EL NAGGAR (Canada)
Asymptotic analysis of hard wave barriers in soul. . ww ww re 143
R. HILDEBRAND (Sweden)
Strong ground acceleration seismic hazard in Greece and neighboring regions. . . . . 159
P. W. BURTON, Y. XU (UK), G.-A. TSELENTIS, E. SOKOS (Greece) &
W. ASPINALL (UK)
Number 3
Liquefaction resistance of sand—silt mixtures: an experimental investigation of the effect
PU ek testo Pac hcl ee Wem ee a anh. mea git ee earn et ae ees 183
V.C. XENAKI & G. A. ATHANASOPOULOS (Greece)
Fast practical evaluation of soil—structure interaction of embedded structures.... .
I. TAKEWAKI, N. TAKEDA & K. UETANI (Japan)
PII: S0267-7261(03)00115-5
II Contents of Volume 22/Soil Dynamics and Earthquake Engineering (2002) I-IV
Seismic stability analysis of fractured rock slopes by yield design theory
L. SIAD (France)
Single beam analogy for describing soil—pile group interaction
K. KONAGAIT, Y. YIN & Y. MURONO (Japan)
A note on tsunami caused by submarine slides and slumps spreading in one dimension
with nonuniform displacement amplitudes
M. D. TRIFUNAC (USA), A. HAYIR (Turkey) & M. I. TODOROVSKA (USA)
Dynamic response of pile groups embedded in a poroelastic medium
J. H. WANG, X. L. ZHOU & J. F. LU (People’s Republic of China)
Multichannel analysis of surface wave method with the autojuggie
G. TIAN (People’s Republic of China), D. W. STEEPLES, J. XIA, R. D. MILLER,
K. T. SPIKES & M. D. RALSTON (USA)
Number 4
A parallel finite—infinite element model for two-dimensional soil—structure interaction
problems
H. R. YERLI, S. KACIN & S. KOCAK (Turkey)
Seismic waves generated by oscillating buildings: analysis of a release test
M. MUCCIARELLI, M. R. GALLIPOLI, F. PONZO & M. DOLCE (Italy)
Train-induced wave propagation in layered soils using finite/infinite element simulation
Y. B. YANG, H. H. HUNG & D. W. CHANG (Taiwan, ROC)
Identification of non-linear and non-stationary soil properties during the 1995
Hyogoken-nanbu earthquake
A. MIKAMI, T. SAWADA & T. EKAWA (Japan)
Seismic response of isolated bridges with soil—structure interaction
N. P. TONGAONKAR & R. S. JANGID (India)
Time domain BEM analysis of dynamic response of a cylinder embedded in soil with
frictional slip at the interface
Y.-D. FENG, Y.-S. WANG & Z.-M. ZHANG (People’s Republic of China)
Dynamic characteristics of a base isolated building from ambient vibration
measurements and low level earthquake shaking
C. E. VENTURA (Canada), W. D. L. FINN (Japan), J.-F. LORD (Canada) &
N. FUJITA (Japan)
1-D and 2-D analyses of weak motion data in Fraser Delta from 1966 Duvall earthquake
W. D. L. FINN (Japan), E. ZHAI, T. THAVARAJ, X.-S. HAO & C. E. VENTURA
(Canada)
Number 5
Finite element model for the probabilistic seismic response of heterogeneous soil profile
A. NOUR, A. SLIMANI, N. LAOQUAMI & H. AFRA (Algeria)
Decoupled seismic analysis of an earth dam
E. CASCONE & S. RAMPELLO (Italy)
Analytical moment—rotation curves for rigid foundations based on a Winkler model. .
N. ALLOTEY & M. H. EL NAGGAR (Canada)
Seismic soil—structure interaction of massive flexible strip-foundations embedded in
layered soils by hybrid BEM—FEM
C. C. SPYRAKOS (Greece) & C. XU (USA)
Simulation of seismic response in an idealized city
C. TSOGKA & A. WIRGIN (France)
Simulations and analyses of train-induced ground vibrations in finite element models
L. HALL (Sweden)
Contents of Volume 23/Soil Dynamics and Earthquake Engineering (2003) I-IV
Number 6
Influence of uncorrected accelerogram processing techniques on Newmark’s rigid block
IN I a ee a ae a a ick ie ie Se 415
T. CRESPELLANI, J. FACCIORUSSO, C. MADIAT & G. VANNUCCHI (Italy)
Numerical prediction of low-frequency ground vibrations induced by high-speed trains at
I og ce eg a ay ae ea pics eh rte he eia dds 425
R. PAOLUCCI, A. MAFFEIS, L. SCANDELLA, M. STUPAZZINI & M. VANINI
(Italy)
Coupled dynamic elastic-plastic analysis of earth structures. . . . ......... 435
F. Z. ZERFA & B. LORET (France)
Characterization of displacement demand for elastic and inelastic SDOF systems . . . 455
L. D. DECANINI, L. LIBERATORE & F. MOLLAIOLI (Italy)
Neurofuzzy mapping of CPT values into soil dynamic properties .......... 473
M. P. ROMO & S. R. GARCIA (Mexico)
Damping/global energy balance in FE model of bridge foundation lateral response. . . 483
R. DOBRY (USA), A. PECKER (France), G.M AVROEIDIS, M. ZEGHAL (USA),
B. GOHL & D. YANG (Canada)
Detection of local site effects through the estimation of building damages ...... 497
S. MARZORATI, L. LUZI, V. PETRINI, F. MERONI & F. PERGALANI (Italy)
Design of a model blasting system to measure peak p-wave stress. . ........ 513
K. TALHI & B. BENSAKER (Algeria)
Number 7
Dynamic analysis of a poroelastic half-plane soil medium under moving loads .. . . 521
D. D. THEODORAKOPOULOS (Greece)
Cyclic shearing and liquefaction of soil under irregular loading: an incremental model for
the dynamic earthquake-induced deformation ............2....4.4.. 535
V. A. OSINOV (Germany)
Nonlinear soil response as a natural passive isolation mechanism. Paper II. The 1933,
hase Dc: Caer I ec i is RS ie 549
M. D. TRIFUNAC (USA)
Apparent phase velocities and fundamental-mode phase velocities of Rayleigh waves .
S. X. ZHANG, L. S. CHAN, C. Y. CHEN, F. C. DAI, X. K. SHEN & H. ZHONG
(China)
Stone columns as liquefaction countermeasure in non-plastic silty soils. .......
K. ADALIER, A. ELGAMAL, J. MENESES & J. I. BAEZ (USA)
Current state of research on flow failure considering void redistribution in liquefied
RRR Ae Per rie ce Saas ees ane mer cs tps ta a a lair eae oe Patan 585
T. KOKUSHO (Japan)
Deterministic and probabilistic floor response spectra. .. . . 2... 2... 2. eee
A. PASKALOV (Macedonia) & S. REESE (Germany)
Evaluation of shear strength of rock joints subjected to cyclic loading ........
M. K. JAFARI, K. A. HOSSEINI (Iran), F. PELLET, M. BOULON &
O. BUZZI (France)
Evaluation of liquefaction potential using neural-networks and CPT results. .... .
M. H. BAZIAR (Iran) & N. NILIPOUR (Switzerland)
Number 8
Re-occurrence of site-specific response in former Yugoslavia—part 1: Montenegro
M. D. TRIFUNAC & S. S. IVANOVIC (USA)
IV Contents of Volume 22/Soil Dynamics and Earthquake Engineering (2002) I-IV
Re-occurrence of site-specific response in former Yugoslavia—part II: Friuli, Banja Luka
and Kopaonik ;
M. D. TRIFUNAC & S. S. IVANOVIC (USA)
A synthetic optimization analysis method on structures with viscoelastic dampers . .
Z.-D. XU, Y.-P. SHEN & H.-T. ZHAO (China)
A numerical investigation into effects of single and multiple frequency earthquake motions
B. GHOSH & S. P. G.M ADABHUSHI (UK)
Numerical analysis on dynamic deformation mechanism of soils under blast loading. .
Z. WANG & Y. LU (Singapore)
Evaluation of hard rock spectral models for the Taiwan region on the basis of the 1999
Chi—Chi earthquake data
V. YU. SOKOLOV (Germany), C.-H. LOH & K.-L. WEN (Taiwan, ROC)
A uniform approach to seismic site effect analysis in Bucharest, Romania
W. WIRTH, F. WENZEL, V. YU. SOKOLOV & K.-P. BONJER (Germany)
Contents of Volume 23