MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES: COMPUTATIONAL ISSUES
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[1] William C. Schnobrich,et al. Non‐linear analysis of coupled wall systems , 1979 .
[2] M. Crisfield. A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .
[3] Julian J. Bommer,et al. Probability and Uncertainty in Seismic Hazard Analysis , 2005 .
[4] Y. Wen. Method for Random Vibration of Hysteretic Systems , 1976 .
[5] Luis Ibarra,et al. Hysteretic models that incorporate strength and stiffness deterioration , 2005 .
[6] Jose´A. Pincheira,et al. Spectral Displacement Demands of Stiffness- and Strength-Degrading Systems , 2000 .
[7] E. L. Wilson,et al. Static and Dynamic Analysis of Multi-Story Buildings, Including P-Delta Effects , 1987 .
[8] Robert E. Melchers,et al. Structural Reliability: Analysis and Prediction , 1987 .
[9] M. Faulkner,et al. On the use of a segmental shooting technique for multiple solutions of planar elastica problems , 1993 .
[10] Anil K. Chopra,et al. A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .
[11] Enrico Spacone,et al. FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .
[12] Ian F. C. Smith,et al. Performance-based Structural Engineering , 1999 .
[13] P. Pinto. Reliability methods in earthquake engineering , 2001 .
[14] Manolis Papadrakakis,et al. A method for the automatic evaluation of the dynamic relaxation parameters , 1981 .
[15] Alessandra Marini,et al. Analysis of Reinforced Concrete Elements Including Shear Effects , 2006 .
[16] Gouri Dhatt,et al. Incremental displacement algorithms for nonlinear problems , 1979 .
[17] Terje Haukaas,et al. Shape sensitivities in the reliability analysis of nonlinear frame structures , 2006 .
[18] Chanakya Arya,et al. Buckling resistance of unstiffened webs , 2009 .
[19] Ray W. Clough,et al. Nonlinear Earthquake Behavior of Tall Buildings , 1967 .
[20] John F. Hall,et al. Problems encountered from the use (or misuse) of Rayleigh damping , 2006 .
[21] J M Rotter. Rapid Exact Inelastic Biaxial Bending Analysis , 1985 .
[22] Bassam A. Izzuddin,et al. An efficient beam–column formulation for 3D reinforced concrete frames , 2002 .
[23] Klaus-Jürgen Bathe,et al. Some practical procedures for the solution of nonlinear finite element equations , 1980 .
[24] Michael H. Scott,et al. Response sensitivity for nonlinear beam-column elements , 2004 .
[25] Filip C. Filippou,et al. Evaluation of Nonlinear Frame Finite-Element Models , 1997 .
[26] Hayder A. Rasheed,et al. An efficient nonlinear analysis of RC sections , 1994 .
[27] M. A. Crisfield,et al. Finite elements in plasticity—theory and practice, D. R. J. Owen and E. Hinton, Pineridge Press, Swansea , 1981 .
[28] J. Z. Zhu,et al. The finite element method , 1977 .
[29] James L. Beck,et al. Sensitivity of Building Loss Estimates to Major Uncertain Variables , 2002 .
[30] A. Kiureghian,et al. First-excursion probability of uncertain structures , 1992 .
[31] Jinsuo Nie,et al. A new directional simulation method for system reliability. Part II: application of neural networks , 2004 .
[32] Shunsuke Otani,et al. Model for Inelastic Biaxial Bending of Concrete Members , 1984 .
[33] G. Strang,et al. The solution of nonlinear finite element equations , 1979 .
[34] Alex H. Barbat,et al. Viscous damage model for timoshenko beam structures , 1997 .
[35] R. Clough. Effect of stiffness degradation on earthquake ductility requirements , 1966 .
[36] Juan Carlos de la Llera,et al. A comparative study of concentrated plasticity models in dynamic analysis of building structures , 2005 .
[37] D. Addessi,et al. A regularized force‐based beam element with a damage–plastic section constitutive law , 2007 .
[38] G. Powell,et al. 3D Beam‐Column Element with Generalized Plastic Hinges , 1986 .
[39] Y. K. Wen,et al. Reliability and performance-based design☆ , 2001 .
[40] Michael P. Collins,et al. Predicting the Response of Reinforced Concrete Beams Subjected to Shear Using the Modified Compression Field Theory , 1988 .
[41] M. V. Sivaselvan,et al. Hysteretic models for deteriorating inelastic structures , 2000 .
[42] Apostolos Fafitis,et al. Interaction Surfaces of Reinforced-Concrete Sections in Biaxial Bending , 2001 .
[43] Paola Ceresa,et al. Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art , 2007 .
[44] David I. McLean,et al. A comparison of current computer analysis methods for seismic performance of reinforced concrete members , 2002 .
[45] H. Banon,et al. Seismic Damage in Reinforced Concrete Frames , 1981 .
[46] G. I. Schuëller,et al. On the treatment of uncertainties in structural mechanics and analysis , 2007 .
[47] T. Takeda,et al. Reinforced Concrete response to simulated earthquakes , 1970 .
[48] Konstantinos V. Spiliopoulos,et al. An efficient three‐dimensional solid finite element dynamic analysis of reinforced concrete structures , 2006 .
[49] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[50] Iztok Peruš,et al. Flexural deformation capacity of rectangular RC columns determined by the CAE method , 2006 .
[51] Iason Papaioannou,et al. Inelastic analysis of framed structures using the fiber approach , 2005 .
[52] Y. Bozorgnia,et al. Methods of Analysis for Earthquake-Resistant Structures , 2004 .
[53] E. Popov,et al. Nonlinear Beam Model for R/C Frame Analysis , 1979 .
[54] Helmut Krawinkler,et al. PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATION , 1998 .
[55] Nicolas Luco,et al. Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? , 2007 .
[56] Michalis Fragiadakis,et al. Fragility Assessment of Steel Frames Using Neural Networks , 2007 .
[57] Francisco Armero,et al. Energy-dissipative momentum-conserving time-stepping algorithms for finite strain multiplicative plasticity , 2006 .
[58] K. Bathe,et al. ON THE AUTOMATIC SOLUTION OF NONLINEAR FINITE ELEMENT EQUATIONS , 1983 .
[59] M. Fardis,et al. Deformations of Reinforced Concrete Members at Yielding and Ultimate , 2001 .
[60] Serafim G. Arzoumanidis,et al. Analysis of damaged concrete frames for cyclic loads , 1983 .
[61] A. Ang,et al. Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .
[62] Manolis Papadrakakis,et al. Structural optimization: A tool for evaluating seismic design procedures , 2006 .
[63] Gregory G. Deierlein,et al. STRESS-RESULTANT PLASTICITY FOR FRAME STRUCTURES , 1998 .
[64] Vitelmo V. Bertero,et al. Earthquake Engineering: From Engineering Seismology To Performance-Based Engineering , 2020 .
[65] Michael H. Scott,et al. Plastic Hinge Integration Methods for Force-Based Beam¿Column Elements , 2006 .
[66] D. W. Scharpf,et al. On the geometrical stiffness of a beam in space—a consistent V.W. approach , 1979 .
[67] D. Hodges,et al. Validation of the Variational Asymptotic Beam Sectional Analysis , 2002 .
[68] Goran Turk,et al. A kinematically exact finite element formulation of planar elastic - plastic frames , 1997 .
[69] D. Owen,et al. Finite elements in plasticity : theory and practice , 1980 .
[70] Joel P. Conte,et al. Finite Element Response Sensitivity Analysis: a comparison between force-based and Displacement-Based Frame Element Models , 2005 .
[71] Enrico Spacone,et al. Localization Issues in Force-Based Frame Elements , 2001 .
[72] Pengcheng Liu,et al. Prediction of Broadband Ground-Motion Time Histories: Hybrid Low/High- Frequency Method with Correlated Random Source Parameters , 2006 .
[73] Y. L. Wong,et al. Drift Capacity of Rectangular Reinforced Concrete Columns with Low Lateral Confinement and High-Axial Load , 2003 .
[74] Thomas J. R. Hughes,et al. Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .
[75] Manolis Papadrakakis,et al. Structural reliability analyis of elastic-plastic structures using neural networks and Monte Carlo simulation , 1996 .
[76] Filip C. Filippou,et al. A 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loading , 2007 .
[77] Y. J. Kang. Nonlinear geometric, material and time dependent analysis of reinforced and prestressed concrete frames , 1977 .
[78] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[79] Melbourne Fernald Giberson,et al. The response of nonlinear multi-story structures subjected to earthquake excitation , 1967 .
[80] Sven Klinkel,et al. Using finite strain 3D‐material models in beam and shell elements , 2002 .
[81] Donald W. White,et al. Displacement, Flexibility, and Mixed Beam – Column Finite Element Formulations for Distributed Plasticity Analysis , 2005 .
[82] J. M. Bairan Garcia,et al. Shear-Bending-Torsion Interaction in Structural Concrete Members: A Nonlinear Coupled Sectional Approach , 2007 .
[83] P. Franchin,et al. SEISMIC RELIABILITY ANALYSIS OF STRUCTURES , 2005 .
[84] Peter LePoer Darvall,et al. Elastic plastic softening analysis of plane frames , 1985 .
[85] A. Der Kiureghian,et al. Structural reliability methods for seismic safety assessment: a review , 1996 .
[86] Marco Petrangeli,et al. Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory , 1999 .
[87] U. Hindenlang,et al. Finite element analysis of two- and three-dimensional elasto-plastic frames—the natural approach☆ , 1982 .
[88] G. Schuëller. A state-of-the-art report on computational stochastic mechanics , 1997 .
[89] Fragiadakis Michalis,et al. Evaluation of the influence of vertical irregularities on the seismic performance of a nine‐storey steel frame , 2006 .
[90] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[91] Douglas A. Foutch,et al. Translating Research to Practice: FEMA/SAC Performance-Based Design Procedures , 2003 .
[92] Rui Pinho,et al. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .
[93] R. Clough,et al. Dynamics Of Structures , 1975 .
[94] Stephen A. Mahin,et al. Analysis of Reinforced Concrete Beam-Columns under Uniaxial Excitation , 1988 .
[95] Dimitrios Vamvatsikos,et al. Direct Estimation of Seismic Demand and Capacity of Multidegree-of-Freedom Systems through Incremental Dynamic Analysis of Single Degree of Freedom Approximation , 2005 .
[96] Joel P. Conte,et al. Finite element response sensitivity analysis using force-based frame models , 2004 .
[97] H. Saunders,et al. Matrix Structural Analysis , 1979 .