Soil Dynamics and Earthquake Engineering - Januar 2013

Erschienen:	Januar 2013

Autor(en)	Titel	Seite(n)
Xunqiang, Yin / Jianbo, Li / Chenglin, Wu / Gao, Lin	ANSYS implementation of damping solvent stepwise extraction method for nonlinear seismic analysis of large 3-D structures	139-152
Yang, W. / Hussein, M. F. M. / Marshall, A. M. / Cox, C.	Centrifuge and numerical modelling of ground-borne vibration from surface sources	78-89
Alembagheri, Mohammad / Ghaemian, Mohsen	Damage assessment of a concrete arch dam through nonlinear incremental dynamic analysis	127-137
Liang, Jianwen / Fu, Jia / Todorovska, Maria I. / Trifunac, Mihailo D.	Effects of the site dynamic characteristics on soil–structure interaction (I): Incident SH-Waves	27-37
Arroyo, Danny / Ordaz, Mario / Ovando-Shelley, Efraín / Guasch, Juan C. / Lermo, Javier / Perez, Citlali / Alcantara, Leonardo / Ramírez-Centeno, Mario S.	Evaluation of the change in dominant periods in the lake-bed zone of Mexico City produced by ground subsidence through the use of site amplification factors	54-66
He, Rui / Wang, Li-zhong	Horizontal vibration of a rigid disk buried in a poroelastic half-space in contact with a fluid half-space	38-41
Holeyman, Alain / Bertin, Renaud / Whenham, Valérie	Impedance of pile shafts under axial vibratory loads	115-126
Faisal, Ade / Majid, Taksiah A. / Hatzigeorgiou, George D.	Investigation of story ductility demands of inelastic concrete frames subjected to repeated earthquakes	42-53
Anoyatis, George / Di Laora, Raffaele / Mandolini, Alessandro / Mylonakis, George	Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes	183-195
Adachi, F. / Yoshitomi, S. / Tsuji, M. / Takewaki, I.	Nonlinear optimal oil damper design in seismically controlled multi-story building frame	1-13
Karamitros, D. K. / Bouckovalas, G. D. / Chaloulos, Y. K. / Andrianopoulos, K. I.	Numerical analysis of liquefaction-induced bearing capacity degradation of shallow foundations on a two-layered soil profile	90-101
Ozdemir, Z. / Coulier, P. / Lak, M. A. / François, S. / Lombaert, G. / Degrande, G.	Numerical evaluation of the dynamic response of pipelines to vibrations induced by the operation of a pavement breaker	153-167
Lee, Sei-Hyun / Choo, Yun-Wook / Kim, Dong-Soo	Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests	102-114
Kim, Jin Man / Sitar, Nicholas	Probabilistic evaluation of seismically induced permanent deformation of slopes	67-77
Murvosh, Helena / Luke, Barbara / Calderón-Macías, Carlos	Shallow-to-deep shear wave velocity profiling by surface waves in complex ground for enhanced seismic microzonation of Las Vegas, Nevada	168-182
Ye, J. H. / Jeng, D.-S.	Three-dimensional dynamic transient response of a poro-elastic unsaturated seabed and a rubble mound breakwater due to seismic loading	14-26

Autor(en)

Titel

Seite(n)

Xunqiang, Yin / Jianbo, Li / Chenglin, Wu / Gao, Lin

ANSYS implementation of damping solvent stepwise extraction method for nonlinear seismic analysis of large 3-D structures

139-152

Yang, W. / Hussein, M. F. M. / Marshall, A. M. / Cox, C.

Centrifuge and numerical modelling of ground-borne vibration from surface sources

78-89

Alembagheri, Mohammad / Ghaemian, Mohsen

Damage assessment of a concrete arch dam through nonlinear incremental dynamic analysis

127-137

Liang, Jianwen / Fu, Jia / Todorovska, Maria I. / Trifunac, Mihailo D.

Effects of the site dynamic characteristics on soil–structure interaction (I): Incident SH-Waves

27-37

Arroyo, Danny / Ordaz, Mario / Ovando-Shelley, Efraín / Guasch, Juan C. / Lermo, Javier / Perez, Citlali / Alcantara, Leonardo / Ramírez-Centeno, Mario S.

Evaluation of the change in dominant periods in the lake-bed zone of Mexico City produced by ground subsidence through the use of site amplification factors

54-66

He, Rui / Wang, Li-zhong

Horizontal vibration of a rigid disk buried in a poroelastic half-space in contact with a fluid half-space

38-41

Holeyman, Alain / Bertin, Renaud / Whenham, Valérie

Impedance of pile shafts under axial vibratory loads

115-126

Faisal, Ade / Majid, Taksiah A. / Hatzigeorgiou, George D.

Investigation of story ductility demands of inelastic concrete frames subjected to repeated earthquakes

42-53

Anoyatis, George / Di Laora, Raffaele / Mandolini, Alessandro / Mylonakis, George

Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes

183-195

Adachi, F. / Yoshitomi, S. / Tsuji, M. / Takewaki, I.

Nonlinear optimal oil damper design in seismically controlled multi-story building frame

1-13

Karamitros, D. K. / Bouckovalas, G. D. / Chaloulos, Y. K. / Andrianopoulos, K. I.

Numerical analysis of liquefaction-induced bearing capacity degradation of shallow foundations on a two-layered soil profile

90-101

Ozdemir, Z. / Coulier, P. / Lak, M. A. / François, S. / Lombaert, G. / Degrande, G.

Numerical evaluation of the dynamic response of pipelines to vibrations induced by the operation of a pavement breaker

153-167

Lee, Sei-Hyun / Choo, Yun-Wook / Kim, Dong-Soo

Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests

102-114

Kim, Jin Man / Sitar, Nicholas

Probabilistic evaluation of seismically induced permanent deformation of slopes

67-77

Murvosh, Helena / Luke, Barbara / Calderón-Macías, Carlos

Shallow-to-deep shear wave velocity profiling by surface waves in complex ground for enhanced seismic microzonation of Las Vegas, Nevada

168-182

Ye, J. H. / Jeng, D.-S.

Three-dimensional dynamic transient response of a poro-elastic unsaturated seabed and a rubble mound breakwater due to seismic loading

14-26

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Soil Dynamics and Earthquake Engineering - Januar 2013

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Soil Dynamics and Earthquake Engineering - Januar 2013

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.