Performance based design of degrading structures

[1]  Sigmund A. Freeman,et al.  Prediction of Response of Concrete Buildings to Severe Earthquake Motion , 1978 .

[2]  Andrei M. Reinhorn,et al.  Inelastic analysis techniques in seismic evaluations , 2019, Seismic Design Methodologies for the Next Generation of Codes.

[3]  J. Moehle,et al.  SHEAR STRENGTH MODEL FOR LIGHTLY REINFORCED CONCRETE COLUMNS , 2004 .

[4]  Michel Bruneau,et al.  Experimental Investigation of P-Delta Effects to Collapse During Earthquakes , 2001 .

[5]  Sashi K. Kunnath,et al.  DETERMINISTIC MODEL FOR SEISMIC DAMAGE EVALUATION OF REINFORCED CONCRETE STRUCTURES. TECHNICAL REPORT , 1989 .

[6]  Sashi K. Kunnath,et al.  Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures , 1997 .

[7]  Paul C. Jennings,et al.  Collapse of Yielding Structures During Earthquakes , 1968 .

[8]  Pankaj Pankaj,et al.  11th World Conference on Earthquake Engineering, Acapulco, Mexico , 1996 .

[9]  E. Miranda.  INELASTIC DISPLACEMENT RATIOS FOR STRUCTURES ON FIRM SITES , 2000 .

[10]  Douglas A. Foutch,et al.  Performance evaluation of new steel frame buildings for seismic loads , 2002 .

[11]  Robert D. Hanson,et al.  Gravity Effect on Single-Degree Inelastic System , 1973 .

[12]  M. V. Sivaselvan,et al.  Hysteretic models for deteriorating inelastic structures , 2000 .

[13]  Eduardo Miranda,et al.  Site-Dependent Strength-Reduction Factors , 1993 .

[14]  R. Goel,et al.  Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum , 1999 .

[15]  Gregory G. Deierlein,et al.  Seismic Damage and Collapse Assessment of Composite Moment Frames , 2001 .

[16]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .

[17]  Anil K. Chopra,et al.  Period formulas for moment-resisting frame buildings , 1997 .

[18]  Enrique Miranda.  Seismic Evaluation and Upgrading of Existing Buildings , 1991 .

[19]  Ashraf AYOUB,et al.  SEISMIC FRAGILITY ANALYSIS OF DEGRADING STRUCTURAL SYSTEMS , 2002 .

[20]  W. Iwan,et al.  Improvement of Nonlinear Static Seismic Analysis Procedures , 2005 .

[21]  R. Medina,et al.  Seismic Demands for Nondeteriorating Frame Structures and Their Dependence on Ground Motions , 2003 .

[22]  H Y Kim,et al.  STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .

[23]  J. P. Moehle,et al.  Displacement-Based Design of RC Structures Subjected to Earthquakes , 1992 .

[24]  Kevin R. Mackie,et al.  Seismic Demands for Performance-Based Design of Bridges , 2003 .

[25]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[26]  A. Veletsos,et al.  Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions , 1975 .

[27]  William C. Stone,et al.  SEISMIC PERFORMANCE OF CIRCULAR BRIDGE COLUMNS DESIGNED IN ACCORDANCE WITH AASHTO/CALTRANS STANDARDS. , 1993 .

[28]  Fatemeh Jalayer,et al.  Direct probabilistic seismic analysis: Implementing non-linear dynamic assessments , 2003 .

[29]  Armen Der Kiureghian,et al.  SEISMIC FRAGILITY OF RC STRUCTURAL WALLS: DISPLACEMENT APPROACH , 2001 .

[30]  Eduardo Miranda,et al.  Evaluation of approximate methods to estimate maximum inelastic displacement demands , 2002 .

[31]  E. Miranda.  Estimation of Inelastic Deformation Demands of SDOF Systems , 2001 .

[32]  Eduardo Miranda.  Evaluation of Seismic Design Criteria for Highway Bridges , 1993 .

[33]  Paul C. Jennings,et al.  Collapse of a model for ductile reinforced concrete frames under extreme earthquake motions , 1980 .

[34]  Anil K. Chopra.  Earthquake Dynamics of Structures, a Primer , 1980 .

[35]  Zoran Brujić,et al.  Ultimate limit state of slender isolated RC columns , 2003 .

[36]  Eduardo Miranda,et al.  Evaluation of site-dependent inelastic seismic design spectra , 1993 .

[37]  A. Ayoub,et al.  DISPLACEMENT ESTIMATES AND COLLAPSE PREDICTION OF DEGRADING STRUCTURAL SYSTEMS , 2002 .

[38]  A. Wada,et al.  SEISMIC DRIFT OF REINFORCED CONCRETE STRUCTURES , 1993 .

[39]  M. Biot,et al.  Theory of Elastic Systems Vibrating under Transient Impulse with an Application to Earthquake-Proof Buildings. , 1933, Proceedings of the National Academy of Sciences of the United States of America.

[40]  L. Ibarra.  Global collapse of frame structures under seismic excitations , 2003 .

[41]  Mehdi Saiidi,et al.  SIMPLE NONLINEAR SEISMIC ANALYSIS OF R/C STRUCTURES , 1981 .

[42]  Dionisio Bernal,et al.  Amplification factors for inelastic dynamicp? effects in earthquake analysis , 1987 .

[43]  Dionisio Bernal,et al.  Instability of buildings during seismic response , 1998 .

[44]  Eduardo Miranda,et al.  Approximate Seismic Lateral Deformation Demands in Multistory Buildings , 1999 .

[45]  Ashraf Ayoub,et al.  MIXED FORMULATION OF NONLINEAR STEEL-CONCRETE COMPOSITE BEAM ELEMENT , 2000 .

[46]  Masanobu Shinozuka,et al.  Nonlinear Static Procedure for Fragility Curve Development , 2000 .

[47]  Martin S. Williams,et al.  Seismic Damage Indices for Concrete Structures: A State-of-the-Art Review , 1995 .

[48]  Mjn Priestley.  Displacement-based seismic assessment of existing reinforced concrete buildings , 1996 .

[49]  S. Akkar,et al.  Dynamic Instability of Simple Structural Systems , 2003 .

[50]  F. Filippou,et al.  MIXED FORMULATION OF BOND-SLIP PROBLEMS UNDER CYCLIC LOADS , 1999 .

[51]  Amit M Kanvinde.  METHODS TO EVALUATE THE DYNAMIC STABILITY OF STRUCTURES – SHAKE TABLE TESTS AND NONLINEAR DYNAMIC ANALYSES , 2002 .

[52]  George W. Housner.  Calculating the response of an oscillator to arbitrary ground motion , 1941 .

[53]  Anne S. Kiremidjian,et al.  Bayesian Updating of Fragilities with Application to RC Frames , 1998 .

[54]  Eric B. Williamson,et al.  Evaluation of Damage and P-Δ Effects for Systems Under Earthquake Excitation , 2003 .

[55]  R. Clough.  Effect of stiffness degradation on earthquake ductility requirements , 1966 .

[56]  Dionisio Bernal,et al.  Instability of Buildings Subjected to Earthquakes , 1992 .

[57]  Jose´A. Pincheira,et al.  Spectral Displacement Demands of Stiffness- and Strength-Degrading Systems , 2000 .

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

[59]  Luis Ibarra,et al.  Development of a testing protocol for woodframe structures , 1999 .

[60]  R. Sharpe.  Tentative Provisions for the Development of Seismic Regulations for Buildings , 1994 .

[61]  J P Moehle,et al.  SHEAR STRENGTH AND DEFORMABILITY OF RC BRIDGE COLUMNS SUBJECTED TO INELASTIC CYCLIC DISPLACEMENTS , 1992 .

[62]  C. Allin Cornell,et al.  Probabilistic seismic demand analysis of nonlinear structures , 1999 .

[63]  Gregory A. MacRae,et al.  P-Δ Effects on Single-Degree-of-Freedom Structures in Earthquakes , 1994 .

[64]  Andrew S. Whittaker,et al.  Displacement estimates for performance-based seismic design , 1998 .

[65]  Peter Fajfar,et al.  Capacity spectrum method based on inelastic demand spectra , 1999 .