Soil Dynamics and Earthquake Engineering - August 2014

Published:	August 2014

Author(s)	Title	Page(s)
Yu, Geng-Xin / Fu, Li-Yun	Convergence analyses of different modeling schemes for generalized Lippmann–Schwinger integral equation in piecewise heterogeneous media	150-161
Zhou, Jing / He, Fangping / Liu, Tian	Curvature ductility of columns and structural displacement ductility in RC frame structures subjected to ground motions	174-183
Eskandari, M. / Ahmadi, S. F. / Khazaeli, S.	Dynamic analysis of a rigid circular foundation on a transversely isotropic half-space under a buried inclined time-harmonic load	184-192
Liu, Qijian / Tian, Yuxiang / Deng, Fangjun	Dynamic analysis of flexible cantilever wall retaining elastic soil by a modified Vlasov–Leontiev model	217-225
Bisoi, Swagata / Haldar, Sumanta	Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction	19-35
Heider, Y. / Avci, O. / Markert, B. / Ehlers, W.	The dynamic response of fluid-saturated porous materials with application to seismically induced soil liquefaction	120-137
Ruiz-García, Jorge / Marín, Marco V. / Teran-Gilmore, Amador	Effect of seismic sequences in reinforced concrete frame buildings located in soft-soil sites	56-68
Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S.	The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions	162-173
Heidari, Mehdi / El Naggar, Hesham / Jahanandish, Mojtaba / Ghahramani, Arsalan	Generalized cyclic p–y curve modeling for analysis of laterally loaded piles	138-149
Pessina, Vera / Fiorini, Emilia	A GIS procedure for fast topographic characterization of seismic recording stations	248-258
Galindo, Rubén / Illueca, Manuel / Jimenez, Rafael	Permanent deformation estimates of dynamic equipment foundations: Application to a gas turbine in granular soils	8-18
Yılmaz, Mustafa Tolga / Hassan Zehtab, Kaveh	A practical method for utilization of commercial cyclic testing apparatuses for computation of site response in central Adapazari	203-216
Zentner, Irmela	A procedure for simulating synthetic accelerograms compatible with correlated and conditional probabilistic response spectra	226-233
Kounadis, Anthony	Rocking instability of free-standing statues atop slender viscoelastic columns under ground motion	83-91
Kokusho, Takaji	Seismic base-isolation mechanism in liquefied sand in terms of energy	92-97
Pisanò, Federico / Jeremic, Boris	Simulating stiffness degradation and damping in soils via a simple visco-elastic–plastic model	98-109
Farahani, Jamileh Vasheghani / Zare, Mehdi	Site characterizations for the Tehran network (TDMMO) in Tehran Region Using Micro-Earthquake, Microtremor and Quarry Blast Data	235-247
Flores-Guzmán, Mario / Ovando-Shelley, Efraín / Valle-Molina, Celestino	Small-strain dynamic characterization of clayey soil from the Texcoco Lake, Mexico	1-7
Kara, Hasan Faik / Trifunac, Mihailo D.	Two-dimensional earthquake vibrations in sedimentary basins – SH waves	69-82
Lee, Vincent W. / Liu, Wen-Young	Two-dimensional scattering and diffraction of P- and SV-waves around a semi-circular canyon in an elastic half-space: An analytic solution via a stress-free wave function	110-119
Kojima, K. / Fujita, K. / Takewaki, I.	Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method	36-55
Pan, Jianwen / Xu, Yanjie / Jin, Feng / Zhang, Chuhan	A unified approach for long-term behavior and seismic response of AAR-affected concrete dams	193-202

Author(s)

Title

Page(s)

Yu, Geng-Xin / Fu, Li-Yun

Convergence analyses of different modeling schemes for generalized Lippmann–Schwinger integral equation in piecewise heterogeneous media

150-161

Zhou, Jing / He, Fangping / Liu, Tian

Curvature ductility of columns and structural displacement ductility in RC frame structures subjected to ground motions

174-183

Eskandari, M. / Ahmadi, S. F. / Khazaeli, S.

Dynamic analysis of a rigid circular foundation on a transversely isotropic half-space under a buried inclined time-harmonic load

184-192