Soil Dynamics and Earthquake Engineering - novembre 2016

Publié:	novembre 2016

Auteur(s)	Titre	Page(s)
Hamayoon, Kheradi / Morikawa, Yukihiro / Oka, Ryosuke / Zhang, Feng	3D dynamic finite element analyses and 1g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition	196-210
Shyu, Wen-Shinn / Teng, Tsung-Jen / Chou, Chuen-Shii	Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation	250-264
Miao, Huiquan / Liu, Wei / Wang, Chuang / Li, Jie	Artificial earthquake test of gas supply networks	510-520
Franke, Kevin W. / Ulmer, Kristin J. / Ekstrom, Levi T. / Meneses, Jorge F.	Clarifying the differences between traditional liquefaction hazard maps and probabilistic liquefaction reference parameter maps	240-249
Yenidogan, Cem / Erdik, Mustafa	A comparative evaluation of design provisions for seismically isolated buildings	265-286
Shrestha, S. / Ravichandran, N. / Raveendra, M. / Attenhofer, J. A.	Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking	227-239
Beskou, Niki D. / Hatzigeorgiou, George D. / Theodorakopoulos, Dimitrios D.	Dynamic inelastic analysis of 3-D flexible pavements under moving vehicles: A unified FEM treatment	420-431
Alembagheri, Mohammad	Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteria	327-339
Khan, Rais Ahmad / Shah, Mohammad Yousuf	Earthquake induced liquefaction features in the Karewas of Kashmir Valley North-West Himalayas, India: Implication to paleoseismicity	101-111
Alembagheri, Mohammad	Earthquake response of solitary slender freestanding intake towers	1-14
Falamarz-Sheikhabadi, M. R. / Zerva, A.	Effect of numerical soil-foundation-structure modeling on the seismic response of a tall bridge pier via pushover analysis	52-73
Rahmani, Amin / Taiebat, Mahdi / Finn, W. D. Liam / Ventura, Carlos E.	Evaluation of substructuring method for seismic soil-structure interaction analysis of bridges	112-127
Gao, M. / Zhang, J. Y. / Chen, Q. S. / Gao, G. Y. / Yang, J. / Li, D. Y.	An exact solution for three-dimensional (3D) dynamic response of a cylindrical lined tunnel in saturated soil to an internal blast load	32-37
Correia dos Santos, N. / Colaço, A. / Costa, P. Alves / Calçada, R.	Experimental analysis of track-ground vibrations on a stretch of the Portuguese railway network	358-380
Beskou, Niki D. / Tsinopoulos, Stephanos V. / Hatzigeorgiou, George D.	Fatigue cracking failure criterion for flexible pavements under moving vehicles	476-479
Ramaiah, B. J. / Ramana, G. V. / Bansal, B. K.	Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi, India	340-357
Chattaraj, Rana / Sengupta, Aniruddha	Liquefaction potential and strain dependent dynamic properties of Kasai River sand	467-475
Markou, Athanasios A. / Manolis, George D.	Mechanical models for shear behavior in high damping rubber bearings	221-226
Luo, Hao / Zhang, Ruifu / Weng, Dagen	Mitigation of liquid sloshing in storage tanks by using a hybrid control method	183-195
Mazza, Fabio / Mazza, Mirko	Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations	299-312
Kara, Hasan Faik	A note on response of tunnels to incident SH-waves near hillsides	138-146
Melissianos, Vasileios E. / Korakitis, Georgios P. / Gantes, Charis J. / Bouckovalas, George D.	Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture	395-410
Wang, Zhe / Yang, Yunming / Yu, Hai-Sui / Muraleetharan, Kanthasamy K.	Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation	432-441
Castaldo, P. / Ripani, M.	Optimal design of friction pendulum system properties for isolated structures considering different soil conditions	74-87
Bayat, M. / Andersen, L. V. / Ibsen, L. B.	p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations	38-51
Shahir, Hadi / Pak, Ali / Ayoubi, Peyman	A performance-based approach for design of ground densification to mitigate liquefaction	381-394
Hamidpour, Sara / Soltani, Masoud	Probabilistic assessment of ground motions intensity considering soil properties uncertainty	158-168
García, F. / Aznárez, J. J. / Padrón, L. A. / Maeso, O.	Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams	442-453
Dikmen, S. U.	Response of Marmaray Submerged Tunnel during 2014 Northern Aegean Earthquake (Mw=6.9)	15-31
Liu, Qijian / Zhang, Chao / Todorovska, Maria I.	Scattering of SH waves by a shallow rectangular cavity in an elastic half space	147-157
Zhou, Fangyuan / Liu, Huabei / Mori, Masafumi / Nobuo, Fukuwa / Zhu, Hongping	Seismic response of a continuous foundation structure supported on partially improved foundation soil	128-137
Candia, Gabriel / Mikola, Roozbeh Geraili / Sitar, Nicholas	Seismic response of retaining walls with cohesive backfill: Centrifuge model studies	411-419
Trifunac, Mihailo D.	Site conditions and earthquake ground motion – A review	88-100
Du, Wenqi / Pan, Tso-Chien	Site response analyses using downhole arrays at various seismic hazard levels of Singapore	169-182
Castellaro, Silvia	Soil and structure damping from single station measurements	480-493
Liang, Jianwen / Jin, Liguo / Todorovska, Maria I. / Trifunac, Mihailo D.	Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves	287-298
Chang, Xin Min / Liu, Dong Jia / Gao, Fang / Lu, Zhi Tang / Long, Li Li / Zhang, Jian / Geng, Xiao	A study on lateral transient vibration of large diameter piles considering pile-soil interaction	211-220
Lotfi, Vahid / Zenz, Gerald	Transient analysis of concrete gravity dam-reservoir systems by Wavenumber-TD approach	313-326
Lin, Gao / Lu, Shan / Liu, Jun	Transmitting boundary for transient analysis of wave propagation in layered media formulated based on acceleration unit-impulse response	494-509
Gičev, Vlado / Trifunac, Mihailo D. / Orbović, Nebojša	Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake P-wave pulse	454-466

Auteur(s)

Titre

Page(s)

Hamayoon, Kheradi / Morikawa, Yukihiro / Oka, Ryosuke / Zhang, Feng

3D dynamic finite element analyses and 1g shaking table tests on seismic performance of existing group-pile foundation in partially improved grounds under dry condition

196-210

Shyu, Wen-Shinn / Teng, Tsung-Jen / Chou, Chuen-Shii

Anti-plane response induced by an irregular alluvial valley using a hybrid method with modified transfinite interpolation

250-264

Miao, Huiquan / Liu, Wei / Wang, Chuang / Li, Jie

Artificial earthquake test of gas supply networks

510-520

Franke, Kevin W. / Ulmer, Kristin J. / Ekstrom, Levi T. / Meneses, Jorge F.

Clarifying the differences between traditional liquefaction hazard maps and probabilistic liquefaction reference parameter maps

240-249

Yenidogan, Cem / Erdik, Mustafa

A comparative evaluation of design provisions for seismically isolated buildings

265-286

Shrestha, S. / Ravichandran, N. / Raveendra, M. / Attenhofer, J. A.

Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking

227-239

Beskou, Niki D. / Hatzigeorgiou, George D. / Theodorakopoulos, Dimitrios D.

Dynamic inelastic analysis of 3-D flexible pavements under moving vehicles: A unified FEM treatment

420-431

Alembagheri, Mohammad

Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteria

327-339

Khan, Rais Ahmad / Shah, Mohammad Yousuf

Earthquake induced liquefaction features in the Karewas of Kashmir Valley North-West Himalayas, India: Implication to paleoseismicity

101-111

Alembagheri, Mohammad

Earthquake response of solitary slender freestanding intake towers

1-14

Falamarz-Sheikhabadi, M. R. / Zerva, A.

Effect of numerical soil-foundation-structure modeling on the seismic response of a tall bridge pier via pushover analysis

52-73

Rahmani, Amin / Taiebat, Mahdi / Finn, W. D. Liam / Ventura, Carlos E.

Evaluation of substructuring method for seismic soil-structure interaction analysis of bridges

112-127

Gao, M. / Zhang, J. Y. / Chen, Q. S. / Gao, G. Y. / Yang, J. / Li, D. Y.

An exact solution for three-dimensional (3D) dynamic response of a cylindrical lined tunnel in saturated soil to an internal blast load

32-37

Correia dos Santos, N. / Colaço, A. / Costa, P. Alves / Calçada, R.

Experimental analysis of track-ground vibrations on a stretch of the Portuguese railway network

358-380

Beskou, Niki D. / Tsinopoulos, Stephanos V. / Hatzigeorgiou, George D.

Fatigue cracking failure criterion for flexible pavements under moving vehicles

476-479

Ramaiah, B. J. / Ramana, G. V. / Bansal, B. K.

Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi, India

340-357

Chattaraj, Rana / Sengupta, Aniruddha

Liquefaction potential and strain dependent dynamic properties of Kasai River sand

467-475

Markou, Athanasios A. / Manolis, George D.

Mechanical models for shear behavior in high damping rubber bearings

221-226

Luo, Hao / Zhang, Ruifu / Weng, Dagen

Mitigation of liquid sloshing in storage tanks by using a hybrid control method

183-195

Mazza, Fabio / Mazza, Mirko

Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations

299-312

Kara, Hasan Faik

A note on response of tunnels to incident SH-waves near hillsides

138-146

Melissianos, Vasileios E. / Korakitis, Georgios P. / Gantes, Charis J. / Bouckovalas, George D.

Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture

395-410

Wang, Zhe / Yang, Yunming / Yu, Hai-Sui / Muraleetharan, Kanthasamy K.

Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation

432-441

Castaldo, P. / Ripani, M.

Optimal design of friction pendulum system properties for isolated structures considering different soil conditions

74-87

Bayat, M. / Andersen, L. V. / Ibsen, L. B.

p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations

38-51

Shahir, Hadi / Pak, Ali / Ayoubi, Peyman

A performance-based approach for design of ground densification to mitigate liquefaction

381-394

Hamidpour, Sara / Soltani, Masoud

Probabilistic assessment of ground motions intensity considering soil properties uncertainty

158-168

García, F. / Aznárez, J. J. / Padrón, L. A. / Maeso, O.

Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams

442-453

Dikmen, S. U.

Response of Marmaray Submerged Tunnel during 2014 Northern Aegean Earthquake (Mw=6.9)

15-31

Liu, Qijian / Zhang, Chao / Todorovska, Maria I.

Scattering of SH waves by a shallow rectangular cavity in an elastic half space

147-157

Zhou, Fangyuan / Liu, Huabei / Mori, Masafumi / Nobuo, Fukuwa / Zhu, Hongping

Seismic response of a continuous foundation structure supported on partially improved foundation soil

128-137

Candia, Gabriel / Mikola, Roozbeh Geraili / Sitar, Nicholas

Seismic response of retaining walls with cohesive backfill: Centrifuge model studies

411-419

Trifunac, Mihailo D.

Site conditions and earthquake ground motion – A review

88-100

Du, Wenqi / Pan, Tso-Chien

Site response analyses using downhole arrays at various seismic hazard levels of Singapore

169-182

Castellaro, Silvia

Soil and structure damping from single station measurements

480-493

Liang, Jianwen / Jin, Liguo / Todorovska, Maria I. / Trifunac, Mihailo D.

Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves

287-298

Chang, Xin Min / Liu, Dong Jia / Gao, Fang / Lu, Zhi Tang / Long, Li Li / Zhang, Jian / Geng, Xiao

A study on lateral transient vibration of large diameter piles considering pile-soil interaction

211-220

Lotfi, Vahid / Zenz, Gerald

Transient analysis of concrete gravity dam-reservoir systems by Wavenumber-TD approach

313-326

Lin, Gao / Lu, Shan / Liu, Jun

Transmitting boundary for transient analysis of wave propagation in layered media formulated based on acceleration unit-impulse response

494-509

Gičev, Vlado / Trifunac, Mihailo D. / Orbović, Nebojša

Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake P-wave pulse

454-466

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Soil Dynamics and Earthquake Engineering - novembre 2016

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Soil Dynamics and Earthquake Engineering - novembre 2016

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.