Access the full text.
Sign up today, get DeepDyve free for 14 days.
M. Imregun, W. Visser (1991)
A review of model updating techniquesThe Shock and Vibration Digest, 23
J. Antoni, P. Wagstaff, J. Henrio (2004)
Hα - a consistent estimator for frequency response functions with input and output noiseIEEE Trans. Instrum. Meas., 53
J. Schoukens, R. Pintelon (1990)
Measurement of frequency response functions in noisy environments7th IEEE Conference on Instrumentation and Measurement Technology
A. Esfandiari, A. Rahai, M. Sanayei, F. Bakhtiari-Nejad (2016)
Model Updating of a Concrete Beam with Extensive Distributed Damage Using Experimental Frequency Response FunctionJournal of Bridge Engineering, 21
Michael Kane, Dapeng Zhu, Mitsuhito Hirose, Xinjun Dong, Benjamin Winter, M. Häckell, J. Lynch, Yang Wang, Andrew Swartz (2014)
Development of an extensible dual-core wireless sensing node for cyber-physical systems, 9061
J. Sipple, M. Sanayei (2013)
Finite element model updating using frequency response functions and numerical sensitivitiesStructural Control and Health Monitoring, 21
F. Asma, A. Bouazzouni (2005)
Finite element model updating using FRF measurementsShock and Vibration, 12
Jann Yang, Hong-wei Huang, Shuwen Pan (2009)
Adaptive Quadratic Sum-Squares Error for Structural Damage IdentificationJournal of Engineering Mechanics-asce, 135
T. Igusa (1996)
Dynamics of Structures: Theory and Applications to Earthquake Engineering by Anil K. Chopra
M. Imregun, K. Sanliturk, D. Ewins (1995)
Finite element model updating using frequency response function data. II. Case study on a medium-size finite element modelMechanical Systems and Signal Processing, 9
Dapeng Zhu, Xinjun Dong, Yang Wang (2016)
Substructure Stiffness and Mass Updating through Minimization of Modal Dynamic ResidualsJournal of Engineering Mechanics-asce, 142
(1995)
Finite element model updating in structural dynamics. Dordrecht
(2014)
Modal Tests and Model Updating
Yong Lu, Z. Tu (2004)
A two-level neural network approach for dynamic FE model updating including dampingJournal of Sound and Vibration, 275
M. Imregun, W. Visser (1991)
Technical Article: practical articles in shock and vibration technologyThe Shock and Vibration Digest, 23
M. Friswell, J. Mottershead (1995)
Finite Element Model Updating in Structural Dynamics
S. Pradhan, S. Modak (2012)
Normal response function method for mass and stiffness matrix updating using complex FRFsMechanical Systems and Signal Processing, 32
R. Pascual, J. Golinval, Mario Razeto (1997)
A frequency domain correlation technique for model correlation and updating, 3089
Bijaya Jaishi, W. Ren (2005)
Structural Finite Element Model Updating Using Ambient Vibration Test ResultsJournal of Structural Engineering-asce, 131
Valkisfran Brito, A. Pena, R. Pimentel, J. Brito (2014)
Modal Tests and Model Updating for Vibration Analysis of Temporary GrandstandAdvances in Structural Engineering, 17
(2014)
Finite element model updating using frequency response functions and
(1995)
Finite element model updating using frequency response
E. Hernandez, D. Bernal (2013)
Iterative finite element model updating in the time domainMechanical Systems and Signal Processing, 34
A. Chopra (1995)
Dynamics of Structures: Theory and Applications to Earthquake Engineering
P. Avitabile, J. O'callahan (2001)
Dynamic expansion of frequency response functions for the full FRF matrix
Yu Hong, Xi Liu, Xinjun Dong, Yang Wang, Q. Pu (2016)
Experimental model updating using frequency response functions, 9803
R. Lin, J. Zhu (2009)
On the relationship between viscous and hysteretic damping models and the importance of correct interpretation for system identificationJournal of Sound and Vibration, 325
R. Lin, D. Ewins (1994)
Analytical model improvement using frequency response functionsMechanical Systems and Signal Processing, 8
T. Marwala, S. Sibisi (2005)
Finite Element Model Updating Using Bayesian Framework and Modal PropertiesJournal of Aircraft, 42
(2005)
Finite element model updating using bayesian framework and modal
(2016)
2016) Model updating of a concrete beam with extensive distributed damage using experimental frequency response function
In order to obtain a more accurate finite element model of a constructed structure, a new frequency response function–based model-updating approach is proposed. A general viscous damping model is assumed in this approach for better simulating the actual structure. The approach is formulated as an optimization problem which intends to minimize the difference between analytical and experimental frequency response functions. Neither dynamic expansion nor model reduction is needed when not all degrees of freedom are measured. State-of-the-art optimization algorithms are utilized for solving the non-convex optimization problem. The effectiveness of the presented frequency response function model-updating approach is validated through a laboratory experiment on a four-story shear-frame structure. To obtain the experimental frequency response functions, a shake table test was conducted. The proposed frequency response function model-updating approach is shown to successfully update the stiffness, mass, and damping parameters in matching the analytical frequency response functions with the experimental frequency response functions. In addition, the updating results are also verified by comparing time-domain experimental responses with the simulated responses from the updated model.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2018
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.