Soil Dynamics and Earthquake Engineering - mai 2013

Publié:	mai 2013

Auteur(s)	Titre	Page(s)
Haldar, Putul / Singh, Yogendra / Lang, Dominik H. / Paul, D. K.	Comparison of seismic risk assessment based on macroseismic intensity and spectrum approaches using 'SeisVARA'	267-281
Liu, Tianyun / Zhao, Chongbin	Dynamic analyses of multilayered poroelastic media using the generalized transfer matrix method	15-24
Jalali, Reza S. / Jokandan, Masoumeh Bahari / Trifunac, Mihailo D.	Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step	89-103
Bradley, Brendon A. / Araki, Kazuhiro / Ishii, Takeshi / Saitoh, Kunio	Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis	35-47
Dezi, Francesca / Gara, Fabrizio / Roia, Davide	Experimental study of near-shore pile-to-pile interaction	282-293
Kazmi, Zaheer Abbas / Konagai, Kazuo / Sekiguchi, Haruko / Fujita, Tomohiro	Extracting earthquake induced Lagrangian ground displacements and their implication for source inversion analysis	198-208
Fotopoulou, S. D. / Pitilakis, K. D.	Fragility curves for reinforced concrete buildings to seismically triggered slow-moving slides	143-161
Hata, Yoshiya / Ichii, Koji / Nozu, Atsushi / Maruyama, Yoshihisa / Sakai, Hisakazu	Ground motion estimation at the farthest liquefaction site during the 2011 off the pacific coast of Tohoku earthquake	132-142
Li, Peng / Song, Er-xiang	A high-order time-domain transmitting boundary for cylindrical wave propagation problems in unbounded saturated poroelastic media	48-62
Zafeirakos, A. / Gerolymos, N. / Drosos, V.	Incremental dynamic analysis of caisson–pier interaction	71-88
Goda, Katsuichiro / Yoshikawa, Hiromichi	Incremental dynamic analysis of wood-frame houses in Canada: Effects of dominant earthquake scenarios on seismic fragility	1-14
Goit, Chandra Shekhar / Saitoh, Masato / Mylonakis, George / Kawakami, Hideji / Oikawa, Hiroki	Model tests on horizontal pile-to-pile interaction incorporating local non-linearity and resonance effects	175-192
Li, Yue / Jiang, Xinliang	Parametric analysis of eccentric structure–soil interaction system based on branch mode decoupling method	63-70
Kounadis, Anthony N.	Rocking instability of free-standing statues atop slender cantilevers under ground motion	294-305
Osorio, Luis / Mayoral, Juan M.	Seismic microzonation for the northeast Texcoco lake area, Mexico	252-266
Douglas, John	Seismic network design to detect felt ground motions from induced seismicity	193-197
Mason, H. B. / Trombetta, N. W. / Chen, Z. / Bray, J. D. / Hutchinson, T. C. / Kutter, B. L.	Seismic soil–foundation–structure interaction observed in geotechnical centrifuge experiments	162-174
Chen, Shi-Shuenn / Shi, Jun-Yang	A simplified model for coupled horizontal and rocking vibrations of embedded foundations	209-219
Bradley, Brendon A. / Cubrinovski, Misko	Simplified probabilistic state concept characterization of sandy soils and application to liquefaction resistance assessment	104-118
Lee, Jin Ho / Kim, Jae Kwan / Tassoulas, John L.	Stochastic dynamic analysis of a layered half-space	220-233
Coulier, P. / François, S. / Degrande, G. / Lombaert, G.	Subgrade stiffening next to the track as a wave impeding barrier for railway induced vibrations	119-131
Todorovska, Maria I. / Trifunac, Mihailo D. / Lee, Vincent W. / Orbović, Nebojša	Synthetic earthquake ground motions on an array	234-251
Rajabi, Ali. M. / Khamehchiyan, M. / Mahdavifar, M. R. / Del Gaudio, V. / Capolongo, D.	A time probabilistic approach to seismic landslide hazard estimates in Iran	25-34

Auteur(s)

Titre

Page(s)

Haldar, Putul / Singh, Yogendra / Lang, Dominik H. / Paul, D. K.

Comparison of seismic risk assessment based on macroseismic intensity and spectrum approaches using 'SeisVARA'

267-281

Liu, Tianyun / Zhao, Chongbin

Dynamic analyses of multilayered poroelastic media using the generalized transfer matrix method

15-24

Jalali, Reza S. / Jokandan, Masoumeh Bahari / Trifunac, Mihailo D.

Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step

89-103