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  • Conference Proceeding (35)
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  • Bucher, Christian (48) (remove)

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A comparison of approximate response functions in structural reliability analysis (2008)
Bucher, Christian ; Most, Thomas
A comparison of approximate response functions in structural reliability analysis
A moving least squares weighting function for the element-free Galerkin method which almost fulfills essential boundary conditions (2005)
Most, Thomas ; Bucher, Christian
A moving least squares weighting function for the element-free Galerkin method which almost fulfills essential boundary conditions
Adaptation of the natural element method for crack growth simulations (2004)
Unger, Jörg F. ; Most, Thomas ; Bucher, Christian ; Könke, Carsten
Adaptation of the natural element method for crack growth simulations
Adaptive response surface approach for reliability analysis using advanced meta-models (2007)
Most, Thomas ; Bucher, Christian
Adaptive response surface approach for reliability analysis using advanced meta-models
Adaptive response surface approach using artificial neural networks and Moving Least Squares (2006)
Most, Thomas ; Bucher, Christian
Adaptive response surface approach using artificial neural networks and Moving Least Squares
Adaptive Response Surfaces for Structural Reliability of Nonlinear Finite Element Structures (2003)
Roos, Dirk ; Bucher, Christian
Adaptive Response Surfaces for Structural Reliability of Nonlinear Finite Element Structures
An automatic mode pairing strategy using an enhanced modal assurance citerion based on modal strain energies (2010)
Brehm, Maik ; Zabel, Volkmar ; Bucher, Christian
In the context of finite element model updating using output-only vibration test data, natural frequencies and mode shapes are used as validation criteria. Consequently, the correct pairing of experimentally obtained and numerically derived natural frequencies and mode shapes is important. In many cases, only limited spatial information is available and noise is present in the measurements. Therefore, the automatic selection of the most likely numerical mode shape corresponding to a particular experimentally identified mode shape can be a difficult task. The most common criterion for indicating corresponding mode shapes is the modal assurance criterion. Unfortunately, this criterion fails in certain cases and is not reliable for automatic approaches. In this paper, the purely mathematical modal assurance criterion will be enhanced by additional physical information from the numerical model in terms of modal strain energies. A numerical example and a benchmark study with experimental data are presented to show the advantages of the proposed energy-based criterion in comparison to the traditional modal assurance criterion.
An enhanced moving least squares interpolation for the element-free Galerkin method (2006)
Most, Thomas ; Bucher, Christian
An enhanced moving least squares interpolation for the element-free Galerkin method
An iterative procedure for model updating based on selective sensitivity (2006)
Pham, Hoang Anh ; Bucher, Christian
An iterative procedure for model updating based on selective sensitivity
Application of an adaptive response surface approach for efficient structural reliability analysis (2006)
Most, Thomas ; Bucher, Christian
Application of an adaptive response surface approach for efficient structural reliability analysis
Application of approximate response functions in structural reliability analysis (2006)
Bucher, Christian ; Most, Thomas
Application of approximate response functions in structural reliability analysis
Application of the "Fictitious Crack Model" to meshless crack growth simulations (2003)
Most, Thomas ; Bucher, Christian
Application of the "Fictitious Crack Model" to meshless crack growth simulations
Bayesian reliability updating using system identification based on selective sensitivity (2004)
Bucher, Christian ; Pham, Hoang Anh
Bayesian reliability updating using system identification based on selective sensitivity
Climatic influences on the dynamics of railway bridges with steel girders embedded in concrete (2007)
Zabel, Volkmar ; Brehm, Maik ; Bucher, Christian
Climatic influences on the dynamics of railway bridges with steel girders embedded in concrete
Damage Effects on the Dynamic Properties of R/C Beams- Experimental and Numerical Investigations (2002)
Ebert, Matthias ; Bucher, Christian
Damage Effects on the Dynamic Properties of R/C Beams- Experimental and Numerical Investigations
Dynamic stability analysis of non-linear structures with geometrical imperfections under random loading (2004)
Most, Thomas ; Bucher, Christian ; Schorling, York
Dynamic stability analysis of non-linear structures with geometrical imperfections under random loading
Energy-based simulation of concrete cracking using an improved mixed-mode cohesive crack model within a meshless discretization (2007)
Most, Thomas ; Bucher, Christian
Energy-based simulation of concrete cracking using an improved mixed-mode cohesive crack model within a meshless discretization
Experiences with detection of damage in bridge structures using dynamics tests (2005)
Bucher, Christian ; Zabel, Volkmar
Experiences with detection of damage in bridge structures using dynamics tests
Experiences with dynamic investigations of historical bell towers and belfriens (2002)
Zabel, Volkmar ; Bucher, Christian
Experiences with dynamic investigations of historical bell towers and belfriens
Experiment und Analyse - erweiterte Konzepte für Nachweis und Bemessung - Schwingungsmessungen (2003)
Zabel, Volkmar ; Bucher, Christian
Experiment und Analyse - erweiterte Konzepte für Nachweis und Bemessung - Schwingungsmessungen
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