ABSTRACT ln this study, a structural system identification technique using least square minimization of the finite element residuals error function is developed. ln this technique, the structural stiffness of a two dimensional plane stress, plane strain and plate element are recovered. The recovery of element stiffnesses is considered as an inverse analysis problem and can be achieved by application of known static loads and measure the response of the structure which represents the structure associated displacements. The developed technique is based on formulation of the errors J acobian matrix and minimizing the error of residuals function. Once the stiffness matrix of a structure is determined, the internal design forces due to any loadi...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
Three time domain system identification (SI) approaches, i.e., Modified Iterative Least Square with ...
In this work we describe an approach to parameter estimation of complex linear structures which we c...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
The identification problem of the existing structures though the Quasi-Newton and its modification, ...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
This chapter aims to develop a system identification methodology for determining structural paramete...
Traditional methods of~ tructural analysis begin usually by the construction of a mathematical model...
A process is developed to determine the physical attributes of a structure from experimental measure...
Within the research project AIFIT – user oriented identification for engineering structures – variou...
A robust and efficient computational method for reconstructing the elastodynamic structural response...
One principle limitation to the implementation of Structural Health Monitoring (SHM) systems in real...
A frame deformation estimation algorithm is investigated for the purpose of real-time control and he...
The paper presents recent theoretical developments and numerical results obtained at NASA Langley R...
"In finite element modeling, damping parameters, structural characteristics of joints, and boundary ...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
Three time domain system identification (SI) approaches, i.e., Modified Iterative Least Square with ...
In this work we describe an approach to parameter estimation of complex linear structures which we c...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
The identification problem of the existing structures though the Quasi-Newton and its modification, ...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
This chapter aims to develop a system identification methodology for determining structural paramete...
Traditional methods of~ tructural analysis begin usually by the construction of a mathematical model...
A process is developed to determine the physical attributes of a structure from experimental measure...
Within the research project AIFIT – user oriented identification for engineering structures – variou...
A robust and efficient computational method for reconstructing the elastodynamic structural response...
One principle limitation to the implementation of Structural Health Monitoring (SHM) systems in real...
A frame deformation estimation algorithm is investigated for the purpose of real-time control and he...
The paper presents recent theoretical developments and numerical results obtained at NASA Langley R...
"In finite element modeling, damping parameters, structural characteristics of joints, and boundary ...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
Three time domain system identification (SI) approaches, i.e., Modified Iterative Least Square with ...
In this work we describe an approach to parameter estimation of complex linear structures which we c...