Damage detection of steel moment frames under earthquake excitation

[1]  F. Kozin,et al.  Stochastic fatigue, fracture and damage analysis , 1986 .

[2]  Dimitrios G. Lignos,et al.  Use of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data , 2011 .

[3]  Vitelmo V. Bertero,et al.  Modeling of R/C Joints under Cyclic Excitations , 1983 .

[4]  Billie F. Spencer,et al.  Model updating based on an affine scaling interior optimization algorithm , 2013 .

[5]  Shirley J. Dyke,et al.  Application of Nonlinear Model Updating for a Reinforced Concrete Shear Wall , 2013 .

[6]  Alemdar Bayraktar,et al.  Finite element model updating effects on nonlinear seismic response of arch dam-reservoir-foundation systems , 2011 .

[7]  Stephen A. Mahin,et al.  Effects of Connection Fractures on Global Behavior of Steel Moment Frames Subjected to Earthquakes , 2006 .

[8]  Helmut Krawinkler,et al.  Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading , 2011 .

[9]  Kamal Mohagheghian,et al.  Comparison of online model updating methods in pseudo-dynamic hybrid simulations of TADAS frames , 2017, Bulletin of Earthquake Engineering.

[10]  Chin-Hsiung Loh,et al.  Vibration‐based damage assessment of steel structure using global and local response measurements , 2016 .

[11]  Alireza Rahai,et al.  Structural model updating using frequency response function and quasi-linear sensitivity equation , 2009 .

[12]  Ram Rajagopal,et al.  Sequential structural damage diagnosis algorithm using a change point detection method , 2013 .

[13]  Wei-Xin Ren,et al.  Nonlinear structural model updating based on instantaneous frequencies and amplitudes of the decomposed dynamic responses , 2015 .

[14]  Shirley J. Dyke,et al.  Simultaneous identification of stiffness, mass, and damping using an on‐line model updating approach , 2017 .

[15]  Masahiro Kurata,et al.  Residual structural capacity evaluation of steel moment‐resisting frames with dynamic‐strain‐based model updating method , 2017 .

[16]  Qiusheng Li,et al.  Finite element model updating for a high-rise structure based on ambient vibration measurements , 2004 .

[17]  Wei-Xin Ren,et al.  Nonlinear structural joint model updating based on instantaneous characteristics of dynamic responses , 2016 .

[18]  Luis Ibarra,et al.  Hysteretic models that incorporate strength and stiffness deterioration , 2005 .

[19]  Pathmanathan Rajeev,et al.  Energy-based damage index for concentrically braced steel structure using continuous wavelet transform , 2014 .

[21]  A. Ang,et al.  Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .

[22]  Chin-Hsiung Loh,et al.  Damage Detection of Hysteretic Structures with a Pinching Effect , 2014 .

[23]  Wei-Xin Ren,et al.  Time-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform , 2013 .

[24]  Brian Brenner,et al.  Instrumentation, Nondestructive Testing, and Finite-Element Model Updating for Bridge Evaluation Using Strain Measurements , 2012 .

[25]  Dionisio Bernal,et al.  Iterative finite element model updating in the time domain , 2013 .

[26]  George D. Hatzigeorgiou,et al.  A new damage index for plane steel frames exhibiting strength and stiffness degradation under seismic motion , 2013 .

[27]  Sami F. Masri,et al.  Finite Element Model Updating Using Evolutionary Strategy for Damage Detection , 2011, Comput. Aided Civ. Infrastructure Eng..

[28]  Wei-Xin Ren,et al.  Finite element model updating in structural dynamics by using the response surface method , 2010 .

[29]  Chin-Hsiung Loh,et al.  A finite‐element based damage detection technique for nonlinear reinforced concrete structures , 2015 .

[30]  Jian Li,et al.  Corrosion Estimation of a Historic Truss Bridge Using Model Updating , 2013 .

[31]  Gilberto Mosqueda,et al.  Implementation of online model updating in hybrid simulation , 2014 .

[32]  Michael Link,et al.  Modelling and updating of local non-linearities using frequency response residuals , 2003 .

[33]  Alemdar Bayraktar,et al.  Health monitoring of a steel moment-resisting frame subjected to seismic loads , 2018 .

[34]  Babak Moaveni,et al.  Deterministic-stochastic subspace identification method for identification of nonlinear structures as time-varying linear systems , 2012 .

[35]  Masoud Sanayei,et al.  Automated finite element model updating of full-scale structures with PARameter Identification System (PARIS) , 2014, Adv. Eng. Softw..

[36]  Paolo Negro,et al.  A damage index of generalised applicability , 2005 .

[37]  Anne S. Kiremidjian,et al.  Development and validation of a novel earthquake damage estimation scheme based on the continuous wavelet transform of input and output acceleration measurements , 2015 .

[38]  Dimitrios G. Lignos,et al.  Assessment of structural damage detection methods for steel structures using full-scale experimental data and nonlinear analysis , 2018, Bulletin of Earthquake Engineering.

[39]  Lawrence Davis,et al.  Genetic Algorithms and Simulated Annealing , 1987 .

[40]  Michael Feldman,et al.  Non-linear system vibration analysis using Hilbert transform--I. Free vibration analysis method 'Freevib' , 1994 .

[41]  Masayoshi Nakashima,et al.  Seismic Damage Detection of a Full-Scale Shaking Table Test Structure , 2011 .

[42]  Andrew S. Whittaker,et al.  Prediction and validation of sidesway collapse of two scale models of a 4‐story steel moment frame , 2011 .

[43]  Michael Feldman,et al.  NON-LINEAR FREE VIBRATION IDENTIFICATION VIA THE HILBERT TRANSFORM , 1997 .

[44]  N. Null.  Seismic Rehabilitation of Existing Buildings , 2007 .

[45]  Dimitrios G. Lignos,et al.  Development and Utilization of Structural Component Databases for Performance-Based Earthquake Engineering , 2013 .

[46]  Dimitrios G. Lignos,et al.  A Database in Support of Modeling of Component Deterioration for Collapse Prediction of Steel Frame Structures , 2007 .

[47]  Joel P. Conte,et al.  Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame , 2013 .

[48]  Hoon Sohn,et al.  Damage diagnosis using time series analysis of vibration signals , 2001 .

[49]  Arun Prakash,et al.  Real time hybrid simulation with online model updating: An analysis of accuracy , 2017 .

[50]  Xiaohua Li,et al.  Evaluating damage extent of fractured beams in steel moment‐resisting frames using dynamic strain responses , 2015 .

[51]  Tshilidzi Marwala,et al.  Finite-element-model Updating Using Computional Intelligence Techniques , 2010 .

[52]  Guido De Roeck,et al.  Damage analysis of a steel–concrete composite frame by finite element model updating , 2010 .

[53]  Jae Hyuk Lim,et al.  Improving the reliability of the frequency response function through semi-direct finite element model updating , 2016 .

[54]  K. Worden,et al.  Past, present and future of nonlinear system identification in structural dynamics , 2006 .

[55]  Masayoshi Nakashima,et al.  Simplified Derivation of a Damage Curve for Seismically Induced Beam Fractures in Steel Moment-Resisting Frames , 2016 .

[56]  Eleni Chatzi,et al.  Nonlinear model calibration of a shear wall building using time and frequency data features , 2017 .

[57]  Andreas Stavridis,et al.  Nonlinear finite element model updating of an infilled frame based on identified time-varying modal parameters during an earthquake , 2014 .

[58]  Charles R. Farrar,et al.  Applying the LANL Statistical Pattern Recognition Paradigm for Structural Health Monitoring to Data from a Surface-Effect Fast Patrol Boat , 2001 .

[59]  S. Mahin,et al.  Local fracture‐induced phenomena in steel moment frames , 2009 .

[60]  Raimundo Delgado,et al.  Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters , 2012 .

[61]  Chin-Hsiung Loh,et al.  Damage Identification of Bolt Connections in a Steel Frame , 2014 .

[62]  Masahiro Kurata,et al.  Postearthquake Strength Assessment of Steel Moment-Resisting Frame with Multiple Beam-Column Fractures Using Local Monitoring Data , 2018 .

[63]  Masayoshi Nakashima,et al.  Moment Redistribution Caused by Beam Fracture in Steel Moment Frames , 2000 .

[64]  James T. P. Yao,et al.  Damage Assessment Using Response Measurements , 1987 .