Structural Parameter Estimation Using Partial Measurements in Subspace System Identification

[1]  Mats Viberg,et al.  Subspace-based methods for the identification of linear time-invariant systems , 1995, Autom..

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

[3]  Keith Hjelmstad,et al.  Identification of structural systems from measured response , 1993 .

[4]  K. Law,et al.  Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure , 2006 .

[5]  Dimitrios G. Lignos,et al.  Development of fragility functions as a damage classification/prediction method for steel moment‐resisting frames using a wavelet‐based damage sensitive feature , 2012 .

[6]  Satish Nagarajaiah,et al.  Output only modal identification and structural damage detection using time frequency & wavelet techniques , 2009 .

[7]  Soobong Shin,et al.  Detection of abrupt structural damage induced by an earthquake using a moving time window technique , 2008 .

[8]  Soobong Shin,et al.  Structural system identification in time domain using measured acceleration , 2005 .

[9]  Jerome P. Lynch,et al.  Subspace system identification of support excited structures—part II: gray‐box interpretations and damage detection , 2012 .

[10]  Charles R. Farrar,et al.  Structural Health Monitoring Using Statistical Pattern Recognition Techniques , 2001 .

[11]  K. Park,et al.  Second-order structural identification procedure via state-space-based system identification , 1994 .

[12]  Joe Brewer,et al.  Kronecker products and matrix calculus in system theory , 1978 .

[13]  Ranjan Ganguli,et al.  Damage Detection in Beams using Spatial Fourier Analysis and Neural Networks , 2007 .

[14]  Satish Nagarajaiah,et al.  Reconstructing structural changes in a dynamic system from experimentally identified state-space models , 2008 .

[15]  Hyun Woo Park,et al.  Determination of optimal sampling rate and Hankel matrix size for subspace SI in shear building under earthquake , 2014, Smart Structures.

[16]  Sung-Han Sim,et al.  Decentralized system identification using stochastic subspace identification on wireless smart sensor networks , 2012, Smart Structures.

[17]  K. Krishnan Nair,et al.  Time Series Based Structural Damage Detection Algorithm Using Gaussian Mixtures , 2007 .

[18]  M. Hoshiya,et al.  Structural Identification by Extended Kalman Filter , 1984 .

[19]  Minh Q. Phan,et al.  Extracting Mass, Stiffness, and Damping Matrices from Identified State-Space Models , 2004 .

[20]  M. Verhaegen.  Subspace model identification Part 2. Analysis of the elementary output-error state-space model identification algorithm , 1992 .

[21]  K. Hjelmstad,et al.  Time-domain parameter estimation algorithm for structures. I: Computational aspects , 1995 .

[22]  Jer-Nan Juang,et al.  An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .