Reconstructing Element-by-Element Dissipated Hysteretic Energy in Instrumented Buildings: Application to the Van Nuys Hotel Testbed
暂无分享,去创建一个
[1] James O. Jirsa,et al. Energy demands for seismic design against low‐cycle fatigue , 2007 .
[2] Rudolph van der Merwe,et al. The unscented Kalman filter for nonlinear estimation , 2000, Proceedings of the IEEE 2000 Adaptive Systems for Signal Processing, Communications, and Control Symposium (Cat. No.00EX373).
[3] Halil Sezen,et al. Analytical fragility assessment using unscaled ground motion records , 2017 .
[4] Haluk Sucuoǧlu,et al. Energy‐based hysteresis and damage models for deteriorating systems , 2004 .
[5] Chin-Hsiung Loh,et al. Application of off-line and on-line identification techniques to building seismic response data , 1996 .
[6] James O Jirsa,et al. Nonlinear Analyses of an Instrumented Structure Damaged in the 1994 Northridge Earthquake , 1998 .
[7] C. Uang,et al. Evaluation of seismic energy in structures , 1990 .
[8] Eric M. Hernandez,et al. Nonlinear Seismic Response Reconstruction in Minimally Instrumented Buildings—Validation Using NEESWood Capstone Full-Scale Tests , 2019 .
[9] Helmut Krawinkler,et al. Van Nuys Hotel Building Testbed Report: Exercising Seismic Performance Assessment , 2005 .
[10] Jack P. Moehle,et al. Performance Assessment for a Reinforced Concrete Frame Building , 2000, Seismic Design Methodologies for the Next Generation of Codes.
[11] Rakesh K. Goel. Evaluation of Modal and FEMA Pushover Procedures Using Strong-Motion Records of Buildings , 2005 .
[12] Eduardo Miranda,et al. Approximate Floor Acceleration Demands in Multistory Buildings. II: Applications , 2005 .
[13] Eduardo Miranda,et al. Approximate Floor Acceleration Demands in Multistory Buildings. I: Formulation , 2005 .
[14] Milad Roohi,et al. Performance-Based Seismic Monitoring of Instrumented Buildings , 2019 .
[15] Rustem V. Shaikhutdinov,et al. Bayesian State Estimation Method for Nonlinear Systems and Its Application to Recorded Seismic Response , 2006 .
[16] Dionisio Bernal,et al. A data‐driven methodology for assessing impact of earthquakes on the health of building structural systems , 2006 .
[17] A. Ang,et al. Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .
[18] Oguzhan Bayrak,et al. Plastic Hinge Length of Reinforced Concrete Columns , 2008 .
[19] A.H. Haddad,et al. Applied optimal estimation , 1976, Proceedings of the IEEE.
[20] Martin S. Williams,et al. Seismic Damage Indices for Concrete Structures: A State-of-the-Art Review , 1995 .
[21] M. Saiful Islam. Analysis of the Northridge earthquake response of a damaged non‐ductile concrete frame building , 1996 .
[22] Mihailo D. Trifunac,et al. Impulse response analysis of the Van Nuys 7‐storey hotel during 11 earthquakes and earthquake damage detection , 2008 .
[23] Eric M. Hernandez,et al. Seismic Damage Assessment of Instrumented Wood-frame Buildings: A Case-study of NEESWood Full-scale Shake Table Tests , 2019, ArXiv.
[24] Xilin Lu,et al. Model‐Reference Health Monitoring of Hysteretic Building Structure Using Acceleration Measurement with Test Validation , 2016, Comput. Aided Civ. Infrastructure Eng..
[25] Mahdi Ebrahimian,et al. Detection thresholds in structural health monitoring , 2014 .
[26] Egidio Rizzi,et al. Seismic FDD modal identification and monitoring of building properties from real strong‐motion structural response signals , 2017 .
[27] Helmut Krawinkler,et al. Cumulative damage in steel structures subjected to earthquake ground motions , 1983 .
[28] Eric M. Hernandez,et al. A natural observer for optimal state estimation in second order linear structural systems , 2011 .
[29] Ramsés Rodríguez,et al. Damage detection in instrumented structures without baseline modal parameters , 2010 .
[30] Farzad Naeim,et al. Three‐dimensional analysis, real‐time visualization, and automated post‐earthquake damage assessment of buildings , 2006 .
[31] Maria Q. Feng,et al. Damage Detection Based On Damping Analysis Of Ambient Vibration Data , 2008 .
[32] David V. Rosowsky,et al. Estimation of element‐by‐element demand‐to‐capacity ratios in instrumented SMRF buildings using measured seismic response , 2018 .
[33] Simon J. Godsill,et al. On sequential Monte Carlo sampling methods for Bayesian filtering , 2000, Stat. Comput..
[34] Rakesh Gupta,et al. Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests , 2012 .
[35] Mihailo D. Trifunac,et al. A note on predetermined earthquake damage scenarios for structural health monitoring , 2012 .
[36] Eric M. Hernandez. Optimal model-based state estimation in mechanical and structural systems , 2013 .
[37] Eric M. Hernandez,et al. Dissipated Energy Ratio as a Feature for Earthquake-Induced Damage Detection of Instrumented Structures , 2013 .
[38] James T. P. Yao,et al. Damage Assessment Using Response Measurements , 1987 .