Soil Dynamics and Earthquake Engineering - septembre 2016

Publié:	septembre 2016

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Rahnema, Hossein / Mohasseb, Sassan / JavidSharifi, Behtash	2-D soil-structure interaction in time domain by the SBFEM and two non-linear soil models	152-175
Karavasilis, Theodore L.	Assessment of capacity design of columns in steel moment resisting frames with viscous dampers	215-222
Li, Zheng / Escoffier, Sandra / Kotronis, Panagiotis	Centrifuge modeling of batter pile foundations under earthquake excitation	176-190
Tricarico, Michele / Madabhushi, Gopal Santana Phani / Aversa, Stefano	Centrifuge modelling of flexible retaining walls subjected to dynamic loading	297-306
Hushmand, A. / Dashti, S. / Davis, C. / McCartney, J. S. / Hushmand, B.	A centrifuge study of the influence of site response, relative stiffness, and kinematic constraints on the seismic performance of buried reservoir structures	427-438
Ochoa-Cornejo, Felipe / Bobet, Antonio / Johnston, Cliff T. / Santagata, Marika / Sinfield, Joseph V.	Cyclic behavior and pore pressure generation in sands with laponite, a super-plastic nanoparticle	265-279
Shadlou, Masoud / Bhattacharya, Subhamoy	Dynamic stiffness of monopiles supporting offshore wind turbine generators	15-32
Papadopoulou, Anthi I. / Tika, Theodora M.	The effect of fines plasticity on monotonic undrained shear strength and liquefaction resistance of sands	191-206
Cao, Yenan / Meza-Fajardo, Kristel C. / Mavroeidis, George P. / Papageorgiou, Apostolos S.	Effects of wave passage on torsional response of symmetric buildings subjected to near-fault pulse-like ground motions	109-123
Cheng, Z. / Leong, E. C.	Finite element simulations of wave propagation in soils using a Viscoelastic model	207-214
Cambazoğlu, Selim / Koçkar, Mustafa Kerem / Akgün, Haluk	A generalized seismic source model for the Eastern Marmara Region along the segments of the North Anatolian Fault System	412-426
Elia, Gaetano / Rouainia, Mohamed	Investigating the cyclic behaviour of clays using a kinematic hardening soil model	399-411
Xiang, Yang / Luo, Yongfeng / Guo, Xiaonong / Xiong, Zhe / Shen, Zuyan	A linearized approach for the seismic response analysis of flexible cable net structures	92-108
Soltani, H. / Muraleetharan, K. K. / Runolfsson, T.	Modal identification of a centrifuge soil model using subspace state space method	280-296
Han, Bo / Zdravković, Lidija / Kontoe, Stavroula / Taborda, David M. G.	Numerical investigation of the response of the Yele rockfill dam during the 2008 Wenchuan earthquake	124-142
Smyrlis, V. D. / Pegios, I. P. / Papargyri-Beskou, S.	On wave propagation in gradient poroelasticity	72-75
Ganjavi, Behnoud / Hajirasouliha, Iman / Bolourchi, Ali	Optimum lateral load distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction	356-368
Thompson, D. J. / Jiang, J. / Toward, M. G. R. / Hussein, M. F. M. / Ntotsios, E. / Dijckmans, A. / Coulier, P. / Lombaert, G. / Degrande, G.	Reducing railway-induced ground-borne vibration by using open trenches and soft-filled barriers	45-59
Li, Zhong-Xian / Chen, Yu / Shi, Yun-Dong	Seismic damage control of nonlinear continuous reinforced concrete bridges under extreme earthquakes using MR dampers	386-398
Castelli, F. / Cavallaro, A. / Grasso, S. / Lentini, V.	Seismic microzoning from synthetic ground motion earthquake scenarios parameters: The case study of the city of Catania (Italy)	307-327
Ferraro, A. / Grasso, S. / Maugeri, M. / Totani, F.	Seismic response analysis in the southern part of the historic centre of the City of L'Aquila (Italy)	256-264
Wang, Su-Yang / Wang, Hai-Yun	Site-dependent shear-wave velocity equations versus depth in California and Japan	8-14
Payan, Meghdad / Khoshghalb, Arman / Senetakis, Kostas / Khalili, Nasser	Small-strain stiffness of sand subjected to stress anisotropy	143-151
Herbut, Aneta	A study of the reduction of ground vibrations by an active generator	328-344
Xu, He / Zou, Degao / Kong, Xianjing / Hu, Zhiqiang	Study on the effects of hydrodynamic pressure on the dynamic stresses in slabs of high CFRD based on the scaled boundary finite-element method	223-236
Wang, Fangbo / Sett, Kallol	Time-domain stochastic finite element simulation of uncertain seismic wave propagation through uncertain heterogeneous solids	369-385
Mortazavi Zanjani, Mahda / Soroush, Abbas / Khoshini, Mohammad	Two-dimensional numerical modeling of fault rupture propagation through earth dams under steady state seepage	60-71
Gičev, Vlado / Trifunac, Mihailo D. / Orbović, Nebojša	Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake SV-wave pulse	76-91
Carlton, Brian D. / Pestana, Juan M.	A unified model for estimating the in-situ small strain shear modulus of clays, silts, sands, and gravels	345-355
Wang, Liangliang	Vibration characterization of fully-closed high speed railway subgrade through frequency: Sweeping test	33-44
Fang, Xue-Qian / Jin, He-Xin	Visco-elastic imperfect bonding effect on dynamic response of a non-circular lined tunnel subjected to P and SV waves	1-7
Ba, Zhenning / Liang, Jianwen / Lee, Vincent W.	Wave propagation of buried spherical SH-, P1-, P2- and SV-waves in a layered poroelastic half-space	237-255

Informations
sur cette fiche
IssueID
28957
Publié(e) le:
12.07.2019
Modifié(e) le:
26.07.2019

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Soil Dynamics and Earthquake Engineering - septembre 2016

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Soil Dynamics and Earthquake Engineering - septembre 2016

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.