Soil Dynamics and Earthquake Engineering - v. 30, n. 10 (Oktober 2010)

Erschienen:	Oktober 2010

Autor(en)	Titel	Seite(n)
Gicev, V. / Trifunac, M. D.	Amplification of linear strain in a layer excited by a shear-wave earthquake pulse	1073-1081
Andrianopoulos, Konstantinos I. / Papadimitriou, Achilleas G. / Bouckovalas, George D.	Bounding surface plasticity model for the seismic liquefaction analysis of geostructures	895-911
Mesec, Josip / Kovač, Ivan / Soldo, Božo	Estimation of particle velocity based on blast event measurements at different rock units	1004-1009
Özdemir, Gökhan / Constantinou, Michael C.	Evaluation of equivalent lateral force procedure in estimating seismic isolator displacements	1036-1042
Bayraktar, Alemdar / Kartal, Murat Emre	Linear and nonlinear response of concrete slab on CFR dam during earthquake	990-1003
Semblat, J. F. / Lokmane, N. / Driad-Lebeau, L. / Bonnet, G.	Local amplification of deep mining induced vibrations part.2: Simulation of ground motion in a coal basin	947-957
Du, Xiuli / Zhao, Mi	A local time-domain transmitting boundary for simulating cylindrical elastic wave propagation in infinite media	937-946
Motamed, Ramin / Towhata, Ikuo	Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests	1043-1060
Hatzigeorgiou, George D. / Liolios, Asterios A.	Nonlinear behaviour of RC frames under repeated strong ground motions	1010-1025
Shekari, M. R. / Khaji, N. / Ahmadi, M. T.	On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions	968-980
Jafarian, Y. / Sadeghi Abdollahi, A. / Vakili, R. / Baziar, M. H.	Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξR)	1061-1072
Avilés, Javier / Pérez-Rocha, Luis Eduardo	Regional subsidence of Mexico City and its effects on seismic response	981-989
Anastasopoulos, I. / Georgarakos, T. / Georgiannou, V. / Drosos, V. / Kourkoulis, R.	Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model	1089-1105
Li, Xinpo / Wu, Yong / He, Siming	Seismic stability analysis of gravity retaining walls	875-878
Brandenberg, Scott J. / Bellana, Naresh / Shantz, Thomas	Shear wave velocity as function of standard penetration test resistance and vertical effective stress at California bridge sites	1026-1035
Anastasopoulos, I. / Antonakos, G. / Gazetas, G.	Slab foundation subjected to thrust faulting in dry sand: Parametric analysis and simplified design method	912-924
Sun, Honglei / Cai, Yuanqiang / Xu, Changjie	Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load	958-967
Cai, Yuan-qiang / Wang, Peng / Sun, Hong-Lei / Xu, Chang-Jie	Torsional response of a rigid circular foundation on a saturated half-space to SH waves	1082-1088
Papagiannopoulos, George A. / Beskos, Dimitri E.	Towards a seismic design method for plane steel frames using equivalent modal damping ratios	1106-1118
Auersch, L.	Wave propagation in the elastic half-space due to an interior load and its application to ground vibration problems and buildings on pile foundations	925-936
Lin, Chi Hsin / Lee, Vincent W. / Todorovska, Maria I. / Trifunac, Mihailo D.	Zero-stress, cylindrical wave functions around a circular underground tunnel in a flat, elastic half-space: Incident P-waves	879-894

Autor(en)

Titel

Seite(n)

Gicev, V. / Trifunac, M. D.

Amplification of linear strain in a layer excited by a shear-wave earthquake pulse

1073-1081

Andrianopoulos, Konstantinos I. / Papadimitriou, Achilleas G. / Bouckovalas, George D.

Bounding surface plasticity model for the seismic liquefaction analysis of geostructures

895-911

Mesec, Josip / Kovač, Ivan / Soldo, Božo

Estimation of particle velocity based on blast event measurements at different rock units

1004-1009