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Journal ArticleDOI

An online optimization method for bridge dynamic hybrid simulations

TLDR
The numerical results showed that the online optimization method is capable of obtaining better material parameters during the first few seconds of a hybrid simulation, which results in more accurate nonlinear dynamic response under earthquake loading.
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This article is published in Simulation Modelling Practice and Theory.The article was published on 2012-11-01. It has received 37 citations till now. The article focuses on the topics: Nonlinear programming.

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Citations
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An overview of seismic hybrid testing of engineering structures

TL;DR: An overview of the development of the hybrid test method is presented in this paper, where the maturity of hybrid testing is mapped in order to provide context to individual research in the overall development of test method.

21446 Online hybrid test by Internet linkage of distributed test-analysis domains

TL;DR: In this paper, a new Internet online test system is developed in which a physical test is conducted in one place, the associated numerical analysis is performed in a remote location, and the two locations communicate over the Internet.
References
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Journal ArticleDOI

Convergence Properties of the Nelder--Mead Simplex Method in Low Dimensions

TL;DR: This paper presents convergence properties of the Nelder--Mead algorithm applied to strictly convex functions in dimensions 1 and 2, and proves convergence to a minimizer for dimension 1, and various limited convergence results for dimension 2.
Journal ArticleDOI

Nonlinear Finite-Element Analysis Software Architecture Using Object Composition

TL;DR: Sequence diagrams document the interoperability of the analysis classes for solving nonlinear finite-element equations, demonstrating that object composition with design patterns provides a general approach to developing and refactoring nonlinear infinite-element software.
Journal ArticleDOI

Pseudodynamic Method for Seismic Testing

TL;DR: The pseudodynamic method as discussed by the authors is a relatively new experimental technique for evaluating the seismic performance of structural models in a laboratory by means of on-line computer controlled testing, during such a test, the displacement response of a structure to a specified dynamic excitation is numerically computed and quasi-statically imposed on the structure, based on analytically prescribed inertia and viscous damping characteristics for the structure and the experimentally measured structural restoring forces.
Book

Finite Element Model Updating Using Computational Intelligence Techniques: Applications to Structural Dynamics

TL;DR: Finite Element Model Updating Using Computational Intelligence Techniques analyses the state of the art in FEM updating critically and based on these findings, identifies new research directions, making it of interest to researchers in strucural dynamics and practising engineers using FEMs.
Journal ArticleDOI

Adaptive vision-based crack detection using 3D scene reconstruction for condition assessment of structures

TL;DR: A vision-based crack detection methodology is introduced that extracts the whole crack from its background, where the regular edge-based approaches just segment the crack edges, appropriate for the development of a crack thickness quantification system.
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