Soil Dynamics and Earthquake Engineering - August 2015

Published:	August 2015

Author(s)	Title	Page(s)
Dutta, Sekhar Chandra / Mukhopadhyay, Partha Sarathi / Saha, Rajib / Nayak, Sanket	2011 Sikkim Earthquake at Eastern Himalayas: Lessons learnt from performance of structures	121-129
McGann, Christopher R. / Bradley, Brendon A. / Taylor, Merrick L. / Wotherspoon, Liam M. / Cubrinovski, Misko	Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand	76-86
Albano, Matteo / Modoni, Giuseppe / Croce, Paolo / Russo, Giacomo	Assessment of the seismic performance of a bituminous faced rockfill dam	183-198
Wang, J. P. / Chang, Su-Chin / Wu, Yih-Min / Xu, Yun	Bayesian analysis on earthquake magnitude related to an active fault in Taiwan	18-26
Durante, Maria Giovanna / Karamitros, Dimitris / Di Sarno, Luigi / Sica, Stefania / Taylor, Colin A. / Mylonakis, George / Simonelli, Armando Lucio	Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation	44-54
Wang, Shuying / Luna, Ronaldo / Zhao, Honghua	Cyclic and post-cyclic shear behavior of low-plasticity silt with varying clay content	112-120
Viana Da Fonseca, A. / Soares, M. / Fourie, A. B.	Cyclic DSS tests for the evaluation of stress densification effects in liquefaction assessment	98-111
McGann, Christopher R. / Bradley, Brendon A. / Taylor, Merrick L. / Wotherspoon, Liam M. / Cubrinovski, Misko	Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data	66-75
Monkul, M.Murat / Gültekin, Cihan / Gülver, Müge / Akin, Özge / Eseller-Bayat, Ece	Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading	27-36
Song, Xianhai / Tang, Li / Zhao, Sutao / Zhang, Xueqiang / Li, Lei / Huang, Jianquan / Cai, Wei	Grey Wolf Optimizer for parameter estimation in surface waves	147-157
Wichtmann, T. / Triantafyllidis, T.	Inspection of a high-cycle accumulation model for large numbers of cycles (N=2 million)	199-210
Kokusho, T. / Mimori, Y.	Liquefaction potential evaluations by energy-based method and stress-based method for various ground motions	130-146
Dijckmans, A. / Coulier, P. / Jiang, J. / Toward, M. G. R. / Thompson, D. J. / Degrande, G. / Lombaert, G.	Mitigation of railway induced ground vibration by heavy masses next to the track	158-170
Ghandil, M. / Behnamfar, F.	The near-field method for dynamic analysis of structures on soft soils including inelastic soil–structure interaction	1-17
Al-Defae, A. H. / Knappett, J. A.	Newmark sliding block model for pile-reinforced slopes under earthquake loading	265-278
Kounadis, Anthony N.	On the rocking–sliding instability of rigid blocks under ground excitation: Some new findings	246-258
Ai, Zhi Yong / Zhang, Yi Fan	Plane strain dynamic response of a transversely isotropic multilayered half-plane	211-219
Wang, Shuying / Luna, Ronaldo / Onyejekwe, Site	Postliquefaction behavior of low-plasticity silt at various degrees of reconsolidation	259-264
Sinatra, Lorenzo / Foti, Sebastiano	The role of aftershocks in the liquefaction phenomena caused by the Emilia 2012 seismic sequence	234-245
Falamarz-Sheikhabadi, M. R. / Ghafory-Ashtiany, M.	Rotational components in structural loading	220-233
Gomes, Rui Carrilho / Gouveia, Fátima / Torcato, Diogo / Santos, Jaime	Seismic response of shallow circular tunnels in two-layered ground	37-43
Uckan, E. / Akbas, B. / Shen, J. / Rou, W. / Paolacci, F. / O'Rourke, M.	A simplified analysis model for determining the seismic response of buried steel pipes at strike-slip fault crossings	55-65
Chen, Xiaojun / Birk, Carolin / Song, Chongmin	Time-domain analysis of wave propagation in 3-D unbounded domains by the scaled boundary finite element method	171-182
Ardeshir-Behrestaghi, Azizollah / Eskandari-Ghadi, Morteza / Navayi neya, Bahram / Vaseghi-Amiri, Javad	Torsional vibration of a finite cylindrical cavity in a two-layer transversely isotropic half-space	87-97

Author(s)

Title

Page(s)

Dutta, Sekhar Chandra / Mukhopadhyay, Partha Sarathi / Saha, Rajib / Nayak, Sanket

2011 Sikkim Earthquake at Eastern Himalayas: Lessons learnt from performance of structures

121-129

McGann, Christopher R. / Bradley, Brendon A. / Taylor, Merrick L. / Wotherspoon, Liam M. / Cubrinovski, Misko

Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand

76-86

Albano, Matteo / Modoni, Giuseppe / Croce, Paolo / Russo, Giacomo

Assessment of the seismic performance of a bituminous faced rockfill dam

183-198

Wang, J. P. / Chang, Su-Chin / Wu, Yih-Min / Xu, Yun

Bayesian analysis on earthquake magnitude related to an active fault in Taiwan

18-26

Durante, Maria Giovanna / Karamitros, Dimitris / Di Sarno, Luigi / Sica, Stefania / Taylor, Colin A. / Mylonakis, George / Simonelli, Armando Lucio

Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation

44-54

Wang, Shuying / Luna, Ronaldo / Zhao, Honghua

Cyclic and post-cyclic shear behavior of low-plasticity silt with varying clay content

112-120

Viana Da Fonseca, A. / Soares, M. / Fourie, A. B.

Cyclic DSS tests for the evaluation of stress densification effects in liquefaction assessment

98-111

McGann, Christopher R. / Bradley, Brendon A. / Taylor, Merrick L. / Wotherspoon, Liam M. / Cubrinovski, Misko

Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data

66-75

Monkul, M.Murat / Gültekin, Cihan / Gülver, Müge / Akin, Özge / Eseller-Bayat, Ece

Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading

27-36

Song, Xianhai / Tang, Li / Zhao, Sutao / Zhang, Xueqiang / Li, Lei / Huang, Jianquan / Cai, Wei

Grey Wolf Optimizer for parameter estimation in surface waves

147-157

Wichtmann, T. / Triantafyllidis, T.

Inspection of a high-cycle accumulation model for large numbers of cycles (N=2 million)

199-210

Kokusho, T. / Mimori, Y.

Liquefaction potential evaluations by energy-based method and stress-based method for various ground motions

130-146

Dijckmans, A. / Coulier, P. / Jiang, J. / Toward, M. G. R. / Thompson, D. J. / Degrande, G. / Lombaert, G.

Mitigation of railway induced ground vibration by heavy masses next to the track

158-170

Ghandil, M. / Behnamfar, F.

The near-field method for dynamic analysis of structures on soft soils including inelastic soil–structure interaction

1-17

Al-Defae, A. H. / Knappett, J. A.

Newmark sliding block model for pile-reinforced slopes under earthquake loading

265-278

Kounadis, Anthony N.

On the rocking–sliding instability of rigid blocks under ground excitation: Some new findings

246-258

Ai, Zhi Yong / Zhang, Yi Fan

Plane strain dynamic response of a transversely isotropic multilayered half-plane

211-219

Wang, Shuying / Luna, Ronaldo / Onyejekwe, Site

Postliquefaction behavior of low-plasticity silt at various degrees of reconsolidation

259-264

Sinatra, Lorenzo / Foti, Sebastiano

The role of aftershocks in the liquefaction phenomena caused by the Emilia 2012 seismic sequence

234-245

Falamarz-Sheikhabadi, M. R. / Ghafory-Ashtiany, M.

Rotational components in structural loading

220-233

Gomes, Rui Carrilho / Gouveia, Fátima / Torcato, Diogo / Santos, Jaime

Seismic response of shallow circular tunnels in two-layered ground

37-43

Uckan, E. / Akbas, B. / Shen, J. / Rou, W. / Paolacci, F. / O'Rourke, M.

A simplified analysis model for determining the seismic response of buried steel pipes at strike-slip fault crossings

55-65

Chen, Xiaojun / Birk, Carolin / Song, Chongmin

Time-domain analysis of wave propagation in 3-D unbounded domains by the scaled boundary finite element method

171-182

Ardeshir-Behrestaghi, Azizollah / Eskandari-Ghadi, Morteza / Navayi neya, Bahram / Vaseghi-Amiri, Javad

Torsional vibration of a finite cylindrical cavity in a two-layer transversely isotropic half-space

87-97

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Soil Dynamics and Earthquake Engineering - August 2015

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Soil Dynamics and Earthquake Engineering - August 2015

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

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You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.