Dynamic inelastic structural analysis by the BEM: A review

[1]  Transient Dynamic Response Of 3-D Elastoplastic Structures By The D/BEM , 2001 .

[2]  C. Brebbia,et al.  Boundary Elements IX , 1987 .

[3]  Y. Rashed BEM for dynamic analysis using compact supported radial basis functions , 2002 .

[4]  C. Providakis,et al.  A D/BEM approach to the transient response analysis of elastoplastic plates with internal supports , 1998 .

[5]  C. Adam Modal analysis of elastic-viscoplastic Timoshenko beam vibrations , 1998 .

[6]  J. Telles,et al.  Transient dynamic elastoplastic analysis by the time-domain BEM formulation , 1999 .

[7]  F. Ziegler,et al.  Forced flexural vibrations of elastic-plastic composite beams with thick layers , 1997 .

[8]  C. Providakis Transient boundary element algorithm for elastoplastic building floor slab analysis , 2000 .

[9]  J.A.M. Carrer,et al.  A boundary element formulation to solve transient dynamic elastoplastic problems , 1992 .

[10]  C. Providakis The Effect of Internal Support Conditions to the Elastoplastic Transient Response of Reissner-Mindlin Plates , 2007 .

[11]  Nasser Khalili,et al.  Non‐linear seismic behaviour of concrete gravity dams using coupled finite element–boundary element technique , 1999 .

[12]  A. Peirce,et al.  Implementation and application of elastodynamic boundary element discretizations with improved stability properties , 1997 .

[13]  W. Mansur,et al.  Boundary elements with equilibrium satisfaction—a consistent formulation for dynamic problems considering non‐linear effects , 2006 .

[14]  K. Park,et al.  A BEM formulation for transient dynamic elastoplastic analysis via particular integrals , 2008 .

[15]  Christoph Adam,et al.  Moderately large forced oblique vibrations of elastic- viscoplastic deteriorating slightly curved beams , 1997 .

[16]  A BEM formulation for inelastic transient dynamic analysis using domain decomposition and particular integrals , 2010 .

[17]  C. Providakis Transient Dynamic Response of Elastoplastic Thick Plates Resting on Winkler-Type Foundation , 2000 .

[18]  C. Providakis A general and advanced boundary element transient analysis of elastoplastic plates , 1996 .

[19]  J. Domínguez,et al.  A comparative study of three boundary element approaches to transient dynamic crack problems , 1994 .

[20]  O. von Estorff,et al.  Iterative coupling of BEM and FEM for nonlinear dynamic analyses , 2004 .

[21]  D. Beskos Dynamic inelastic structural analysis by boundary element methods , 1995 .

[22]  P. Fedeliński,et al.  Boundary element formulation for dynamic analysis of inelastic structures , 2006 .

[23]  D. Beskos,et al.  Inelastic response of 3-D underground structures in rock under seismic loading , 2001 .

[24]  Massimo Guiggiani,et al.  A General Algorithm for Multidimensional Cauchy Principal Value Integrals in the Boundary Element Method , 1990 .

[25]  Demosthenes Polyzos,et al.  Three-dimensional structural vibration analysis by the Dual Reciprocity BEM , 1998 .

[26]  Satya N. Atluri,et al.  Nonlinear transient dynamic analysis of soil-pavement interaction under moving load: a coupled BEM-FEM approach , 1994 .

[27]  Inelastic transient dynamic analysis of three‐dimensional problems by BEM , 1990 .

[28]  D. Beskos,et al.  Inelastic transient dynamic analysis of Reissner–Mindlin plates by the D/BEM , 2000 .

[29]  D. Beskos,et al.  Dynamic elastoplastic analysis by BEM/FEM , 1994 .

[30]  Dimitri E. Beskos,et al.  Transient dynamic elastoplastic analysis by the dual reciprocity BEM , 1993 .

[31]  Dynamic elastic-plastic analysis by a symmetric Galerkin boundary element method with time-independent kernels , 1999 .

[32]  D. Beskos,et al.  Dynamic analysis of elasto-plastic flexural plates by the D/BEM , 1994 .

[33]  D. Beskos Dynamic Analysis of Structures and Structural Systems , 2003 .

[34]  J. Telles,et al.  A boundary element formulation with equilibrium satisfaction for thermo-mechanical problems considering transient and non-linear aspects , 2007 .

[35]  P. K. Banerjee The Boundary Element Methods in Engineering , 1994 .

[36]  A time-domain boundary element formulation for the dynamic analysis of non-linear porous media , 2006 .

[37]  Wilson Sergio Venturini,et al.  Dynamic non-linear stress analysis by the mass matrix BEM , 2000 .

[38]  Miguel Cervera,et al.  A RATE-DEPENDENT ISOTROPIC DAMAGE MODEL FOR THE SEISMIC ANALYSIS OF CONCRETE DAMS , 1996 .

[39]  D. Soares Dynamic elastoplastic analysis by a hybrid BEM–FEM time-domain formulation , 2008 .

[40]  J. Telles,et al.  Static and transient dynamic nonlinear stress analysis by the boundary element method with implicit techniques , 1994 .

[41]  A. Pereira,et al.  Interface dynamic stiffness matrix approach for three‐dimensional transient multi‐region boundary element analysis , 2009 .

[42]  Transient boundary element analysis of elastoplastic plates on elastic foundation , 1997 .

[43]  Humberto Breves Coda,et al.  Dynamic and static non-linear analysis of reinforced media: a BEM/FEM coupling approach , 2001 .

[44]  George D. Hatzigeorgiou,et al.  Dynamic elastoplastic analysis of 3-D structures by the domain/boundary element method , 2002 .

[45]  I. Adam,et al.  Nonlinear Seismic Analysis of Irregular Sites and Underground Structures by Coupling Bem to Fem , 1997 .

[46]  Dimitri Beskos,et al.  A Simple Concrete Damage Model for Dynamic FEM Applications , 2001, Int. J. Comput. Eng. Sci..

[47]  Christian Soize,et al.  Structural Dynamics EURODYN 2005 , 2005 .

[48]  D. Beskos,et al.  Dynamic Response of 3-D Damaged Solids and Structures by BEM , 2002 .

[49]  Dynamic Analysis of Plates by Boundary Elements , 1999 .

[50]  Surendra P. Shah,et al.  Constitutive Model for Dynamic Loading of Concrete , 1985 .

[51]  D. Hatzigeorgiou,et al.  Dynamic analysis of 2-D and 3-D quasi-brittle solids and structures by D/BEM , 2002 .

[52]  Dynamic analysis of inelastic plates by the D/BEM , 1994 .

[53]  Panos Dakoulas,et al.  Non‐linear dynamic earth dam–foundation interaction using a BE–FE method , 1998 .

[54]  Delfim Soares,et al.  Non-linear elastodynamic analysis by the BEM : an approach based on the iterative coupling of the D-BEM and TD-BEM formulations , 2005 .

[55]  O. Estorff,et al.  Coupled BEM/FEM approach for nonlinear soil/structure interaction , 2000 .

[56]  Hans Irschik,et al.  Modal analysis of elastic-plastic plate vibrations by integral equations , 1994 .

[57]  O. C. Zienkiewicz,et al.  The Finite Element Method for Solid and Structural Mechanics , 2013 .