Adaptive force-based frame element for regularized softening response
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Rui Pinho | Sandip Das | João Saraiva Esteves Pacheco de Almeida | J. Almeida | R. Pinho | Sandip Das
[1] E. Süli,et al. An introduction to numerical analysis , 2003 .
[2] S. Watson,et al. Design of reinforced concrete frames of limited ductility. , 1989 .
[3] F. Filippou,et al. Geometrically Nonlinear Flexibility-Based Frame Finite Element , 1998 .
[4] Milan Jirásek,et al. Comparison of integral-type nonlocal plasticity models for strain-softening materials , 2003 .
[5] Oguzhan Bayrak,et al. Plastic Hinge Length of Reinforced Concrete Columns , 2008 .
[6] M. Menegotto. Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .
[7] Adnan Ibrahimbegovic,et al. Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling , 2010 .
[8] Francisco Armero,et al. Numerical modeling of softening hinges in thin Euler-Bernoulli beams , 2006 .
[9] S. Otani. Inelastic Analysis of R/C Frame Structures , 1974 .
[10] C. Oran. Tangent Stiffness in Plane Frames , 1973 .
[11] Gilles Pijaudier-Cabot,et al. Softening in Reinforced Concrete Beams and Frames , 1987 .
[12] Milan Jirásek. Analytical and Numerical Solutions for Frames with Softening Hinges , 1997 .
[13] A. S. Elnashai,et al. Confined concrete model under cyclic load , 1997 .
[14] Gregory G. Deierlein,et al. STRESS-RESULTANT PLASTICITY FOR FRAME STRUCTURES , 1998 .
[15] F. Filippou,et al. Mixed formulation of nonlinear beam finite element , 1996 .
[16] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[17] Michael H. Scott,et al. Numerically consistent regularization of force‐based frame elements , 2008 .
[18] Mgd Marc Geers,et al. A critical comparison of nonlocal and gradient-enhanced softening continua , 2001 .
[19] Julio Flórez-López,et al. Analysis of localization in frame members with plastic hinges , 2004 .
[20] M. Crisfield. Non-Linear Finite Element Analysis of Solids and Structures, Essentials , 1997 .
[21] Enrico Spacone,et al. FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .
[22] V. Ciampi,et al. EQUILIBRIUM BASED ITERATIVE SOLUTIONS FOR THE NON-LINEAR BEAM PROBLEM , 1997 .
[23] Rui Pinho,et al. Numerical Issues in Distributed Inelasticity Modeling of RC Frame Elements for Seismic Analysis , 2010 .
[24] R. de Borst,et al. An algorithm for mesh rezoning with application to strain localization problems , 1995 .
[25] D. Addessi,et al. A regularized force‐based beam element with a damage–plastic section constitutive law , 2007 .
[26] Donald W. White,et al. Displacement, Flexibility, and Mixed Beam – Column Finite Element Formulations for Distributed Plasticity Analysis , 2005 .
[27] Enrico Spacone,et al. Localization Issues in Force-Based Frame Elements , 2001 .
[28] Keith Hjelmstad,et al. Mixed variational methods for finite element analysis of geometrically non-linear, inelastic Bernoulli-Euler beams , 2003 .
[29] Jose´A. Pincheira,et al. Seismic Analysis of Older Reinforced Concrete Columns , 1999 .
[30] Michael H. Scott,et al. Plastic Hinge Integration Methods for Force-Based Beam¿Column Elements , 2006 .
[31] Mark A. Bradford,et al. A reliable numerical method for simulating the post failure behaviour of concrete frame structures , 1994 .
[32] Prem K. Kythe,et al. Handbook of Computational Methods for Integration , 2004 .
[33] Zdenek P. Bazant,et al. Instability, Ductility, and Size Effect in Strain-Softening Concrete , 1978 .
[34] K. Hjelmstad,et al. Variational Basis of Nonlinear Flexibility Methods for Structural Analysis of Frames , 2005 .
[35] Philip Rabinowitz,et al. Methods of Numerical Integration , 1985 .
[36] M. V. Sivaselvan,et al. Hysteretic models for deteriorating inelastic structures , 2000 .
[37] Stephen A. Mahin,et al. Analysis of Reinforced Concrete Beam-Columns under Uniaxial Excitation , 1988 .
[38] Hamid Valipour,et al. Nonlocal Damage Formulation for a Flexibility-Based Frame Element , 2009 .
[39] K. Bathe. Finite Element Procedures , 1995 .
[40] Z. Bažant,et al. Nonlocal damage theory , 1987 .
[41] M. Menegotto,et al. Method of analysis of cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under normal force and bending , 1973 .
[42] T. Takeda,et al. Reinforced Concrete response to simulated earthquakes , 1970 .
[43] Keith Hjelmstad,et al. Mixed methods and flexibility approaches for nonlinear frame analysis , 2002 .
[44] R. M. Souza. Force-based Finite Element for Large Displacement Inelastic Analysis of Frames , 2000 .
[45] Milos Kojic,et al. Studies of finite element procedures—Stress solution of a closed elastic strain path with stretching and shearing using the updated Lagrangian Jaumann formulation , 1987 .
[46] John W. Wallace,et al. Lateral Load Behavior of Reinforced Concrete Columns Constructed Using High-Strength Materials , 1994 .
[47] Melbourne Fernald Giberson,et al. The response of nonlinear multi-story structures subjected to earthquake excitation , 1967 .
[48] Graham H. Powell,et al. Theory of Nonlinear Elastic Structures , 1969 .
[49] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[50] Filip C. Filippou,et al. Evaluation of Nonlinear Frame Finite-Element Models , 1997 .
[51] A. Hillerborg. Fracture mechanics concepts applied to moment capacity and rotational capacity of reinforced concrete beams , 1990 .
[52] G. Powell,et al. 3D Beam‐Column Element with Generalized Plastic Hinges , 1986 .
[53] Christian Meyer,et al. Analytical Modeling of Hysteretic Behavior of R/C Frames , 1987 .
[54] J. Wackerfuß. Efficient finite element formulation for the analysis of localized failure in beam structures , 2008 .
[55] R. Clough. Effect of stiffness degradation on earthquake ductility requirements , 1966 .
[56] E. Hinton,et al. ADAPTIVE MESH REFINEMENT FOR LOCALISED PHENOMENA , 1997 .