Soil Dynamics and Earthquake Engineering - June 2013

Published:	June 2013

Author(s)	Title	Page(s)
Tokeshi, Ken / Leo, Chin J. / Liyanapathirana, Samanthika	Comparison of ground models estimated from surface wave inversion using synthetic microtremors	19-26
Gu, Quan / Wang, Gang	Direct differentiation method for response sensitivity analysis of a bounding surface plasticity soil model	135-145
Lombardi, Domenico / Bhattacharya, Subhamoy / Wood, David Muir	Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil	165-180
Wang, Jin-Ting / Lv, Dan-Dan / Jin, Feng / Zhang, Chu-Han	Earthquake damage analysis of arch dams considering dam–water–foundation interaction	64-74
Lin, Gao / Han, Zejun / Li, Jianbo	An efficient approach for dynamic impedance of surface footing on layered half-space	39-51
Wang, B. / Zen, K. / Chen, G. Q. / Zhang, Y. B. / Kasama, K.	Excess pore pressure dissipation and solidification after liquefaction of saturated sand deposits	157-164
Chang, Barbara J. / Hutchinson, Tara C.	Experimental investigation of plastic demands in piles embedded in multi-layered liquefiable soils	146-156
Shamsabadi, Anoosh / Xu, Shi-Yu / Taciroglu, Ertugrul	A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis	197-209
Zahedi-Khameneh, Amin / Scherer, Raimar J. / Zare, Mehdi	A non-parametric wave type based model for real-time prediction of strong ground motion accelerogram	181-196
Lopez-Caballero, Fernando / Modaressi-Farahmand-Razavi, Arezou	Numerical simulation of mitigation of liquefaction seismic risk by preloading and its effects on the performance of structures	27-38
Tang, Xiaowei / Shao, Qi	Numerical simulation on seismic liquefaction by adaptive mesh refinement due to two recovered fields in error estimation	109-121
Greco, Rita / Marano, Giuseppe Carlo	Optimum design of Tuned Mass Dampers by displacement and energy perspectives	243-253
Massimino, Maria Rossella / Maugeri, Michele	Physical modelling of shaking table tests on dynamic soil–foundation interaction and numerical and analytical simulation	1-18
Lin, Gao / Han, Zejun / Zhong, Hong / Li, Jianbo	A precise integration approach for dynamic impedance of rigid strip footing on arbitrary anisotropic layered half-space	96-108
Matsuda, Hiroshi / Nhan, Tran Thanh / Ishikura, Ryohei	Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters	75-88
Hsu, Ting-Yu / Huang, Shieh-Kung / Chang, Yu-Weng / Kuo, Chun-Hsiang / Lin, Che-Min / Chang, Tao-Ming / Wen, Kuo-Liang / Loh, Chin-Hsiung	Rapid on-site peak ground acceleration estimation based on support vector regression and P-wave features in Taiwan	210-217
Al Rjoub, Yousef S.	The reflection of P-waves in a poroelastic half-space saturated with viscous fluid	218-230
Kiyota, Takashi / Koseki, Junichi / Sato, Takeshi	Relationship between limiting shear strain and reduction of shear moduli due to liquefaction in large strain torsional shear tests	122-134
Liu, Qijian / Zhao, Mingjuan / Wang, Lianhua	Scattering of plane P, SV or Rayleigh waves by a shallow lined tunnel in an elastic half space	52-63
Sica, Stefania / Mylonakis, George / Simonelli, Armando Lucio	Strain effects on kinematic pile bending in layered soil	231-242
Chang, Barbara J. / Hutchinson, Tara C.	Tracking the dynamic characteristics of a nonlinear soil-pile system in multi-layered liquefiable soils	89-95

Author(s)

Title

Page(s)

Tokeshi, Ken / Leo, Chin J. / Liyanapathirana, Samanthika

Comparison of ground models estimated from surface wave inversion using synthetic microtremors

19-26

Gu, Quan / Wang, Gang

Direct differentiation method for response sensitivity analysis of a bounding surface plasticity soil model

135-145

Lombardi, Domenico / Bhattacharya, Subhamoy / Wood, David Muir

Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil

165-180