Structural characterization of isobar selenium containing contaminant in a commercially available selenomethionine standard using electrospray – Ion Mobility Time of Flight Mass SpectrometryFar, Johann ; Mazzucchelli, Gabriel ; De Pauw, Edwin et alPoster (2011, April) Detailed reference viewed: 12 (0 ULg) Structural characterization of recombinant bovine Goalpha by spectroscopy and homology modeling; ; et al in Spectroscopy (2011), 26 Detailed reference viewed: 14 (2 ULg) Structural Chemistry and Magnetic Properties of Nd18Li8Fe5-xMxO39 (M = Mn, Co),; ; Grandjean, Fernande et alin Inorganic Chemistry (2009), 48 Detailed reference viewed: 5 (0 ULg) Structural Chemistry and Spin-glass Behaviour of Nd18Li8Fe4TiO39; ; Grandjean, Fernande et alin Journal of Solid State Chemistry (2012), 187 Nd18Li8Fe4TiO39 has been synthesised and characterised by neutron powder diffraction, X-ray absorption spectroscopy, Mossbauer spectroscopy and magnetometry. The cubic structure (Pm3 n, a=411.97227(8) Å ... [more ▼] Nd18Li8Fe4TiO39 has been synthesised and characterised by neutron powder diffraction, X-ray absorption spectroscopy, Mossbauer spectroscopy and magnetometry. The cubic structure (Pm3 n, a=411.97227(8) Å) is based on intersecting <1 1 1> chains comprised of alternating octahedral and trigonal-prismatic coordination sites. These chains lie within hexagonal-prismatic cavities formed by a Nd–O framework. The larger of the two crystallographically distinct octahedral sites, 8e, is occupied by iron, titanium and lithium in a ratio of 76:20:4; the smaller, 2a, is occupied by iron and titanium in a ratio of 79:21. The trigonal-prismatic site, 16i, is occupied by lithium and iron in a ratio of 98:2. The cations on the 2a sites are assigned as Ti4+and low-spin Fe4+, and those on the 16i sites as Li+ and Fe3+. The 8e sites are thought to be occupied by Li+, Fe3+ and Ti3+. Nd18Li8Fe4TiO39 undergoes a transition to a spin-glass state at 4.25(5) K. [less ▲] Detailed reference viewed: 5 (1 ULg) The structural complexity of phosphates in the Li-Fe2+-Fe3+ (+ PO4) systemDal Bo, Fabrice ; Hatert, Frédéric ![]() Conference (2012, September 03) Detailed reference viewed: 15 (6 ULg) The structural complexity of phosphates in the Na-Fe(II)-Fe(III) (+ PO4) systemHatert, Frédéric ![]() Conference (2007) Detailed reference viewed: 2 (0 ULg) Structural confirmation of the French version of the Oldenburg Burnout Inventory (OLBI)Angenot, Arnaud ; Hansez, Isabelle ![]() Conference (2013, May 23) This study refers to the validation of the Oldenburg Burnout Inventory (OLBI) in a Belgian population. Data gathered from nine samples were used. This represented nearly 4000 participants from different ... [more ▼] This study refers to the validation of the Oldenburg Burnout Inventory (OLBI) in a Belgian population. Data gathered from nine samples were used. This represented nearly 4000 participants from different activity sectors. First, the traditional two-factor structure of the instrument, an alternative two-factor model and a one-factor structure were tested. Stability and generalizability of these models were then investigated using replications across various samples. The final objective was to determine relations between OLBI’s two dimensions and constructs such as positive and negative occupational states, intention to quit, job satisfaction, supervisor’s support and routinization. Confirmatory factor analysis showed that the traditional two-factor model as well as the alternative two-factor structure fits the data better than a one-factor model. Moreover, convergent and discriminant validity assumptions are confirmed. [less ▲] Detailed reference viewed: 23 (5 ULg)![]() Structural connections: experimentation as a design toolJaspart, Jean-Pierre ![]() in Proceedings of the International Seminar on Structural Assessment - The Role of large and full scale testing (1996) Detailed reference viewed: 11 (0 ULg) Structural damage detection based on PCA of vibration measurementsGolinval, Jean-Claude ; ; et alin 58th Meeting of the Soc. for Mach. Failure Prevention Tech, Virginia Beach, 2004 (2004) This paper deals with the application of statistical process control techniques based on principal component analysis to vibration-based damage diagnosis of structures. Principal component analysis of the ... [more ▼] This paper deals with the application of statistical process control techniques based on principal component analysis to vibration-based damage diagnosis of structures. Principal component analysis of the sensor time-responses allows to extract principal directions (i.e. features) which define a subspace that is representative of the dynamics of the instrumented structure. Any change in the response of a single sensor will affect the subspace spanned by the complete sensor response set. It follows that the subspace corresponding to the current state of the structure can be compared to the subspace of the initial state of the structure, assumed to be healthy, in order to diagnose possible damage. Principal component analysis may also be performed for every potential subset of damaged sensors in order to identify the involved sensor, and, therefore, the damaged substructure. In this paper, the problem of structural damage detection is addressed in the case of environmental vibration testing. A direct application is presented for a test item submitted to random vibration testing by means of an electro-dynamic shaker. [less ▲] Detailed reference viewed: 79 (2 ULg) Structural damage diagnosis by Kalman model based on stochastic subspace identification; ; Golinval, Jean-Claude ![]() in Structural Health Monitoring (2004), 3(2), 103-119 This paper presents an application of statistical process control techniques for damage diagnosis using vibration measurements. A Kalman model is constructed by performing a stochastic subspace ... [more ▼] This paper presents an application of statistical process control techniques for damage diagnosis using vibration measurements. A Kalman model is constructed by performing a stochastic subspace identification to fit the measured response histories of the undamaged (reference) structure. It will not be able to reproduce the newly measured responses when damage occurs. The residual error of the prediction by the identified model with respect to the actual measurement of signals is defined as a damage-sensitive feature. The outlier statistics provides a quantitative indicator of damage. The advantage of the method is that model extraction is performed by using only the reference data and that no further modal identification is needed. On-line health monitoring of structures is therefore easily realized. When the structure consists of the assembly of several sub-structures, for which the dynamic interaction is weak, the damage may be located as the errors attain the maximum at the sensors instrumented in the damaged sub-structures. [less ▲] Detailed reference viewed: 30 (3 ULg) Structural damage diagnosis under changing environmental conditions; Kerschen, Gaëtan ; et alin 7th International Conference on Motion and Vibration Control, Saint Louis, 2004 (2004) A method is proposed to perform structural health monitoring under varying environmental and operational conditions. The method is based on principal component analysis (PCA) applied to a data set ... [more ▼] A method is proposed to perform structural health monitoring under varying environmental and operational conditions. The method is based on principal component analysis (PCA) applied to a data set containing vibration characteristics identified during the monitoring of the structure. The advantage of the method is that it does not require the measurement of environmental parameters that are taken into account as embedded variables. As the influence of environmental effects may be effectively eliminated, the residual error of the PCA prediction model remains small if the structure is healthy, and increases significantly when structural damage occurs. Novelty analysis on the residual errors provides a statistical indication of damage. The PCA-based damage detection method is illustrated using experimental data. It will also be shown that when the relationship between the vibration characteristics becomes nonlinear, PCA is advantageously replaced by one of its nonlinear generalizations. [less ▲] Detailed reference viewed: 45 (0 ULg) Structural damage diagnosis under varying environmental conditions - Part I: A linear analysis; Kerschen, Gaëtan ; et alin Mechanical Systems & Signal Processing (2005), 19(4), 847-864 A damage detection method is proposed for structural health monitoring under varying environmental and operational conditions. The method is based on principal component analysis (PICA) applied to ... [more ▼] A damage detection method is proposed for structural health monitoring under varying environmental and operational conditions. The method is based on principal component analysis (PICA) applied to vibration features identified during the monitoring of the structure. The advantage of the method is that it does not require to measure environmental parameters because they are taken into account as embedded variables. The number of principal components of the vibration features is implicitly assumed to correspond to the number of independent environmental factors. Since the environmental effects may be effectively eliminated by the proposed procedure, the residual error of the PCA prediction model remains small if the structure is healthy, and it increases significantly when structural damage occurs. Novelty analysis on the residual errors provides a statistical indication of damage. In the present paper, the environmental conditions are assumed to have a linear (or weakly non-linear) effect on the vibration features, and the PCA-based damage detection method is illustrated using computer-simulated and laboratory testing data. The extension of the proposed method to non-linear cases is addressed in a companion paper where the efficiency of the method is verified using data obtained from a 1-year in situ monitoring of a bridge. 2005 Elsevier Ltd. All rights reserved. [less ▲] Detailed reference viewed: 25 (3 ULg) Structural damage diagnosis under varying environmental conditions - Part II: local PCA for non-linear cases; Kerschen, Gaëtan ; et alin Mechanical Systems & Signal Processing (2005), 19(4), 865-880 It is well known that changes in vibration features of structures due to damage may be masked by the effects of environmental variations. This influence has to be eliminated in the structural health ... [more ▼] It is well known that changes in vibration features of structures due to damage may be masked by the effects of environmental variations. This influence has to be eliminated in the structural health-monitoring process, especially when a long-term in situ monitoring is expected. In the companion paper [1] a linear method based on principal component analysis (PCA) has been proposed and has shown encouraging results for linear or even weakly non-linear cases. The present paper concerns a further extension of the proposed method to handle non-linear cases, which may be encountered in some complex structures. The method involves a two-step procedure, namely a clustering of the data space into several regions and then the application of PCA La each local region. The application of local PCA allows performing a piecewise linearisation of the non-linear problem. A close look at the choice of the distortion function used in data clustering leads to two new clustering strategies. Whereas the first strategy is specifically suitable for the application treated in this paper, the second one is more general. The local PCA-based damage detection method is applied for the structural health monitoring of a real bridge using vibration data measured in situ over a one-year period. 2005 Elsevier Ltd. All rights reserved. [less ▲] Detailed reference viewed: 37 (1 ULg) Structural Damage Localization by Combining Flexibility and Stiffness Methods; Golinval, Jean-Claude ![]() in Engineering Structures (2005), 27(12), 1752-1761 A damage diagnosis technique based on changes in dynamically measured flexibility and stiffness of structures is presented. The objective is not only to detect the existence of damage, but also to locate ... [more ▼] A damage diagnosis technique based on changes in dynamically measured flexibility and stiffness of structures is presented. The objective is not only to detect the existence of damage, but also to locate it. The covariance-driven subspace identification technique is applied to identify structural modal parameters, and these are then used to assemble the flexibility matrix of dimensions corresponding to the measured degrees of freedom. The corresponding stiffness matrix is obtained by a pseudo-inversion of the flexibility matrix. Damage localization is achieved by a combined assessment of changes in these two measured matrices in moving from the reference state to the damaged state. Since the location of damage is given directly by the position of sensors, no geometrical measurements and finite element models are needed. When using output-only measurement data, an approximate mass-normalization of the mode shapes is adopted and an appropriate correction procedure is proposed. Numerical and experimental applications are considered, in order to examine the efficiency and limitations of the presented method. [less ▲] Detailed reference viewed: 17 (1 ULg) Structural damage localization by combining flexibility and stiffness methods; Golinval, Jean-Claude ![]() in Engineering Structures (2005), 27(12), 1752-1761 A damage diagnosis technique based on changes in dynamically measured flexibility and stiffness of structures is presented. The objective is not only to detect the existence of damage, but also to locate ... [more ▼] A damage diagnosis technique based on changes in dynamically measured flexibility and stiffness of structures is presented. The objective is not only to detect the existence of damage, but also to locate it. The covariance-driven subspace identification technique is applied to identify structural modal parameters, and these are then used to assemble the flexibility matrix of dimensions corresponding to the measured degrees of freedom. The corresponding stiffness matrix is obtained by a pseudo-inversion of the flexibility matrix. Damage localization is achieved by a combined assessment of changes in these two measured matrices in moving from the reference state to the damaged state. Since the location of damage is given directly by the position of sensors, no geometrical measurements and finite element models are needed. When using output-only measurement data, an approximate mass-normalization of the mode shapes is adopted and an appropriate correction procedure is proposed. Numerical and experimental applications are considered, in order to examine the efficiency and limitations of the presented method. [less ▲] Detailed reference viewed: 58 (0 ULg)![]() Structural design of stainless steel lipped channel - Comparison between European, Australian recommendations and experimental resultsRossi, Barbara ; in European conference on steel and composite structures : Eurosteel2008, Gratz 3-5 September 2008 (2008) Detailed reference viewed: 24 (12 ULg) Structural Determinants of Cold Adaptation and Stability in a Large ProteinD'Amico, Salvino ; Gerday, Charles ; Feller, Georges ![]() in Journal of Biological Chemistry (2001), 276(28), 25791-6 The heat-labile alpha-amylase from an antarctic bacterium is the largest known protein that unfolds reversibly according to a two-state transition as shown by differential scanning calorimetry. Mutants of ... [more ▼] The heat-labile alpha-amylase from an antarctic bacterium is the largest known protein that unfolds reversibly according to a two-state transition as shown by differential scanning calorimetry. Mutants of this enzyme were produced, carrying additional weak interactions found in thermostable alpha-amylases. It is shown that single amino acid side chain substitutions can significantly modify the melting point T(m), the calorimetric enthalpy Delta H(cal), the cooperativity and reversibility of unfolding, the thermal inactivation rate constant, and the kinetic parameters k(cat) and K(m). The correlation between thermal inactivation and unfolding reversibility displayed by the mutants also shows that stabilizing interactions increase the frequency of side reactions during refolding, leading to intramolecular mismatches or aggregations typical of large proteins. Although all mutations were located far from the active site, their overall trend is to decrease both k(cat) and K(m) by rigidifying the molecule and to protect mutants against thermal inactivation. The effects of these mutations indicate that the cold-adapted alpha-amylase has lost a large number of weak interactions during evolution to reach the required conformational plasticity for catalysis at low temperatures, thereby producing an enzyme close to the lowest stability allowing maintenance of the native conformation. [less ▲] Detailed reference viewed: 4 (1 ULg) Structural determinants of cold adaptation and stability in a psychrophilic alpha-amylaseD'Amico, Salvino ; Gerday, Charles ; Feller, Georges ![]() in Biologia (2002), 57(Suppl. 11), 213-219 The heat-labile alpha-amylase from an Antarctic bacterium is the largest known protein that unfolds reversibly according to a two-state transition, as shown by differential scanning calorimetry. Mutants ... [more ▼] The heat-labile alpha-amylase from an Antarctic bacterium is the largest known protein that unfolds reversibly according to a two-state transition, as shown by differential scanning calorimetry. Mutants of this enzyme were produced, carrying intended additional weak interactions of a type found in thermostable alpha-amylases. It is shown that single amino acid side chain substitutions can significantly modify the melting point T-m, the calorimetric enthalpy DeltaH(cal), the cooperativity and reversibility of unfolding, the thermal inactivation rate constant, and the kinetic parameters k(cat) and K-m. Although all mutations were located far from the active site, their overall trend is to decrease both k(cat) and K-m, probably by making the molecule more rigid, but this protects mutants against thermal inactivation. [less ▲] Detailed reference viewed: 14 (3 ULg) Structural Determinants of Specificity and Catalytic Mechanism in mammalian 25-kDa Thiamine Triphosphatase; Kerff, Frédéric ; et alin Biochimica et Biophysica Acta - General Subjects (in press) Background: Thiamine triphosphate (ThTP) is present in most organisms and might be involved in intracellular signaling. In mammalian cells, the cytosolic ThTP level is controlled by a specific thiamine ... [more ▼] Background: Thiamine triphosphate (ThTP) is present in most organisms and might be involved in intracellular signaling. In mammalian cells, the cytosolic ThTP level is controlled by a specific thiamine triphosphatase (ThTPase), belonging to the CYTH superfamily of proteins. CYTH proteins are present in all superkingdoms of life and act on various triphosphorylated substrates. Methods: Using crystallography, mass spectrometry and mutational analysis, we identified the key structural determinants of the high specificity and catalytic efficiency of mammalian ThTPase. Results: Triphosphate binding requires three conserved arginines while the catalytic mechanism relies on an unusual lysine-tyrosine dyad. By docking of the ThTP molecule in the active site, we found that Trp-53 should interact with the thiazole part of the substrate molecule, thus playing a key role in substrate recognition and specificity. Sea anemone and zebrafish CYTH proteins, which retain the corresponding Trp residue, are also specific ThTPases. Surprisingly, the whole chromosome region containing the ThTPase gene is lost in birds. Conclusion: The specificity for ThTP is linked to a stacking interaction between the thiazole heterocycle of thiamine and a tryptophan residue. The latter likely plays a key role in the secondary acquisition of ThTPase activity in early metazoan CYTH enzymes, in the lineage leading from cnidarians to mammals. General significance: We show that ThTPase activity is not restricted to mammals as previously thought but is an acquisition of early metazoans. This, and the identification of critically important residues, allows us to draw an evolutionary perspective of the CYTH family of proteins. [less ▲] Detailed reference viewed: 34 (17 ULg) Structural determinants required to target penicillin-binding protein 3 to the septum of Escherichia coliPiette, André ; Fraipont, Claudine ; et alin Journal of Bacteriology (2004), 186(18), 6110-6117 In Escherichia coli, cell division is mediated by the concerted action of about 12 proteins that assemble at the division site to presumably form a complex called the divisome. Among these essential ... [more ▼] In Escherichia coli, cell division is mediated by the concerted action of about 12 proteins that assemble at the division site to presumably form a complex called the divisome. Among these essential division proteins, the multimodular class B penicillin-binding protein 3 (PBP3), which is specifically involved in septall peptidoglycan synthesis, consists of a short intraceflular M1-R23 peptide fused to a F24-L39 membrane anchor that is linked via a G40-S70 peptide to an R71-1236 noncatalytic module itself linked to a D237-V577 catalytic penicillin -binding module. On the basis of localization analyses of PBP3 mutants fused to green fluorescent protein by fluorescence microscopy, it appears that the first 56 amino acid residues of PBP3 containing the membrane anchor and the G40-E56 peptide contain the structural determinants required to target the protein to the cell division site and that none of the putative protein interaction sites present in the noncatalytic module are essential for the positioning of the protein to the division site. Based on the effects of increasing production of FtsQ or FtsW on the division of cells expressing PBP3 mutants, it is suggested that these proteins could interact. We postulate that FtsQ could play a role in regulating the assembly of these division proteins at the division site and the activity of the peptidoglycan assembly machineries within the divisome. [less ▲] Detailed reference viewed: 24 (7 ULg) |
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