Nonlinear Cyclic Truss Model for Reinforced Concrete Walls
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Geonwoo Kim | José I. Restrepo | Marios Panagiotou | Matthew J. Schoettler | J. Restrepo | M. Panagiotou | M. Schoettler | Geonwoo Kim
[1] J Schlaich,et al. TOWARD A CONSISTENT DESIGN OF STRUCTURAL CONCRETE , 1987 .
[2] J. Wallace,et al. Modeling of Squat Structural Walls Controlled by Shear , 2009 .
[3] Marco Petrangeli,et al. Fiber Element for Cyclic Bending and Shear of RC Structures. II: Verification , 1999 .
[4] Evan C. Bentz,et al. Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments , 2005 .
[5] John W. Wallace,et al. Shear-Flexure Interaction for Structural Walls , 2006, SP-236: Deformation Capacity and Shear Strength of Reinforced Concrete Members Under Cyclic Loading.
[6] R. E. Klingner,et al. Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria , 1997 .
[7] Sozen,et al. Simple and Complex Models for Nonlinear Seismic Response of Reinforced Concrete Structures , 1979 .
[8] David W. Murray,et al. Prediction of R/C Panel and Deep Beam Behavior by NLFEA , 1988 .
[9] P. A. Hidalgo,et al. An analytical model to predict the inelastic seismic behavior of shear-wall, reinforced concrete structures , 2002 .
[10] Marios Panagiotou. Seismic design, testing and analysis of reinforced concrete wall buildings , 2008 .
[11] Ahmed Ghobarah,et al. Modelling of reinforced concrete structural walls , 1999 .
[12] Peter Fajfar,et al. Nonlinear seismic analysis and design of reinforced concrete buildings , 1992 .
[13] Santiago Pujol,et al. TRANSVERSE REINFORCEMENT FOR COLUMNS OF RC FRAMES TO RESIST EARTHQUAKES , 2000 .
[14] Marco Petrangeli,et al. A FIBRE FINITE BEAM ELEMENT WITH SECTION SHEAR MODELLING FOR SEISMIC ANALYSIS OF RC STRUCTURES , 1998 .
[15] L. L. Dodd,et al. Variables Affecting Cyclic Behavior of Reinforcing Steel , 1994 .
[16] Luca Martinelli. Modeling Shear-Flexure Interaction in Reinforced Concrete Elements Subjected to Cyclic Lateral Loading , 2008 .
[17] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[18] Amir Ayoub,et al. NONLINEAR FINITE - ELEMENT ANALYSIS OF RC SHEAR PANELS AND WALLS , 2001 .
[19] Panagiotis Kotronis,et al. A new modelling strategy for the behaviour of shear walls under dynamic loading , 2002 .
[20] John W. Wallace,et al. Nonlinear Modeling and Analysis of Slender Reinforced Concrete Walls , 2004 .
[21] Sharon L. Wood,et al. Cyclic Behavior of Reinforced Concrete Structural Walls with Diagonal Web Reinforcement , 2001 .
[22] D. Palermo,et al. Behavior of Three-Dimensional Reinforced ConcreteShear Walls , 2002 .
[23] M F Giberson. Two nonlinear beams with definitions of ductility , 1969 .
[24] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[25] 三木 朋広. Nonlinear analysis of reinforced concrete structures subjected to seismic loads by using three-dimensional lattice model , 2004 .
[26] K. Maekawa,et al. Nonlinear mechanics of reinforced concrete , 2003 .
[27] Roy George Taylor,et al. The nonlinear seismic response of tall shear wall structures , 1977 .
[28] M. Crisfield,et al. Analysis of R/C panels using different concrete models , 1989 .
[29] A E Fiorato,et al. Earthquake resistant structural walls: Test of walls with and without openings , 1981 .
[30] Zenon Mróz,et al. Finite element analysis of deformation of strain‐softening materials , 1981 .
[31] Daniel A. Kuchma,et al. COMPUTER-BASED TOOLS FOR DESIGN BY STRUT-AND-TIE METHOD: ADVANCES AND CHALLENGES , 2002 .
[32] Marco Petrangeli,et al. Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory , 1999 .
[33] Hong-Gun Park,et al. Truss Model for Nonlinear Analysis of RC Members Subject to Cyclic Loading , 2007 .
[34] R. De Borst,et al. Aspects of Robust Computational Modeling for Plain and Reinforced Concrete , 1993 .
[35] Hitoshi Shiohara,et al. Analysis of the Full Scale Seven Story Reinforced Concrete Test Structure , 1984 .
[36] Comite Euro-International du Beton,et al. CEB-FIP Model Code 1990 : design code , 1993 .
[37] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[38] W. Prager,et al. A COMPARISON OF EQUIVALENCE AND FINITE ELEMENT METHODS , 1975 .
[39] P.C.J. Hoogenboom,et al. STRINGER PANEL MODEL FOR STRUCTURAL CONCRETE DESIGN , 1996 .