Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations

[1]  Naif Alajlan,et al.  Sensitivity and uncertainty analysis for flexoelectric nanostructures , 2018, Computer Methods in Applied Mechanics and Engineering.

[2]  Timon Rabczuk,et al.  Micromechanical model for polymeric nano-composites material based on SBFEM , 2018, Composite Structures.

[3]  J. Bray,et al.  Dynamic Analyses of Two Buildings Founded on Liquefiable Soils during the Canterbury Earthquake Sequence , 2017 .

[4]  Khader M. Hamdia,et al.  Stochastic analysis of the fracture toughness of polymeric nanoparticle composites using polynomial chaos expansions , 2017, International Journal of Fracture.

[5]  Timon Rabczuk,et al.  A software framework for probabilistic sensitivity analysis for computationally expensive models , 2016, Adv. Eng. Softw..

[6]  Behzad Fatahi,et al.  The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction , 2016 .

[7]  Fariborz Nateghi-A,et al.  Nonlinear dynamic response of tall buildings considering structure–soil–structure effects , 2013 .

[8]  Bijan Samali,et al.  Seismic Behavior of Building Frames Considering Dynamic Soil-Structure Interaction , 2013 .

[9]  Jonathan D. Bray,et al.  Numerical Simulation of Building Response on Liquefiable Sand , 2013 .

[10]  Fernando Lopez-Caballero,et al.  Inelastic dynamic soil–structure interaction effects on moment-resisting frame buildings , 2013 .

[11]  Chinmoy Kolay,et al.  Nonlinear Dynamic Analysis and Seismic Coefficient for Abutments and Retaining Walls , 2013 .

[12]  Goutam Mondal,et al.  Significance of Interface Nonlinearity on the Seismic Response of a Well-Pier System in Cohesionless Soil , 2012 .

[13]  M. Cemal Genes,et al.  Dynamic analysis of large-scale SSI systems for layered unbounded media via a parallelized coupled finite-element/boundary-element/scaled boundary finite-element model , 2012 .

[14]  Ali Massumi,et al.  A SIMPLIFIED METHOD TO DETERMINE SEISMIC RESPONSES OF REINFORCED CONCRETE MOMENT RESISTING BUILDING FRAMES UNDER INFLUENCE OF SOIL–STRUCTURE INTERACTION , 2010 .

[15]  T. K. Datta,et al.  Seismic Analysis of Structures , 2010 .

[16]  M. E. Naggar,et al.  Numerical Modeling of Seismic Response of Rigid Foundation on Soft Soil , 2008 .

[17]  Joel P. Conte,et al.  Three-Dimensional Seismic Response of Humboldt Bay Bridge-Foundation-Ground System , 2008 .

[18]  Naci Caglar,et al.  Dynamic soil–structure interaction analysis of buildings by neural networks , 2008 .

[19]  Luis Esteva,et al.  Influence of dynamic soil–structure interaction on the nonlinear response and seismic reliability of multistorey systems , 2007 .

[20]  J. Stewart,et al.  Prediction Equations for Significant Duration of Earthquake Ground Motions considering Site and Near-Source Effects , 2006 .

[21]  M. Geneş,et al.  Dynamic soil–structure interaction analysis of layered unbounded media via a coupled finite element/boundary element/scaled boundary finite element model , 2005 .

[22]  S. C. Dutta,et al.  Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction , 2004 .

[23]  A. Elgamal,et al.  Modeling of cyclic mobility in saturated cohesionless soils , 2003 .

[24]  Xilin Lu,et al.  Numerical Analysis of Tall Buildings Considering Dynamic Soil-Structure Interaction , 2003 .

[25]  J. Bielak,et al.  Domain Reduction Method for Three-Dimensional Earthquake Modeling in Localized Regions, Part I: Theory , 2003 .

[26]  Chongmin Song,et al.  The scaled boundary finite-element method—alias consistent infinitesimal finite-element cell method—for elastodynamics , 1997 .

[27]  Ali Nadjai,et al.  ELASTIC ANALYSIS OF SPATIAL SHEAR WALL SYSTEMS WITH FLEXIBLE BASES , 1996 .

[28]  Giuseppe Oliveto,et al.  A simplified model for the dynamic soil-structure interaction of planar frame-wall systems , 1993 .

[29]  John P. Wolf,et al.  A comparison of time-domain transmitting boundaries , 1986 .

[30]  Thomas J. R. Hughes,et al.  Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .

[31]  J. Roesset,et al.  Transmitting boundaries: A comparison , 1977 .

[32]  W. B. Joyner,et al.  A method for calculating nonlinear seismic response in two dimensions , 1975 .

[33]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[34]  J. Lysmer,et al.  Finite Element Method Accuracy for Wave Propagation Problems , 1973 .

[35]  D. C. Drucker,et al.  Soil mechanics and plastic analysis or limit design , 1952 .

[36]  Farhad Behnamfar,et al.  Ductility demands of MRF structures on soft soils considering soil-structure interaction , 2017 .

[37]  Bijan Samali,et al.  Assessment of soil-pile-structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations , 2014 .

[38]  Y. Arici,et al.  Comparison of 2 D vs . 3 D Modeling Approaches for the Analyses of Concrete Faced Rockfill Dams , 2012 .

[39]  H. Matinmanesh,et al.  Seismic Analysis on Soil-Structure Interaction of Buildings over Sandy Soil , 2011 .

[40]  I. Towhata.  Geotechnical Earthquake Engineering , 2008 .

[41]  Jinchi Lu,et al.  OpenSees Soil Models and Solid- Fluid Fully Coupled Elements User's Manual , 2008 .

[42]  John P. Wolf,et al.  Some cornerstones of dynamic soil-structure interaction , 2002 .

[43]  A. Elgamal,et al.  NONLINEAR SEISMIC ANALYSIS OF A BRIDGE GROUND SYSTEM , 2002 .

[44]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[45]  Indian Standard.  DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES -CODE OF PRACTICE , 1993 .

[46]  J. Bielak.  Dynamic response of non-linear building-foundation systems , 1978 .

[47]  J. W. Meek,et al.  Dynamic behaviour of building‐foundation systems , 1974 .

[48]  J. Lysmer,et al.  Finite Dynamic Model for Infinite Media , 1969 .