Relevant bibliographies by topics / Grillage modelling

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Grillage modelling'

Author: Grafiati
Published: 11 December 2022
Last updated: 25 January 2023

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Journal articles on the topic "Grillage modelling"

1

Buckle, I. G., and Weng-Onn Lee. "Analysis of skewed multibeam bridges by the transfer matrix method." Canadian Journal of Civil Engineering 12, no. 1 (1985): 24–35. http://dx.doi.org/10.1139/l85-003.

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The analysis of multibeam bridge decks is seriously complicated by the effect of skew. Conventional methods invoke grillage solutions, which have inherent difficulties. This paper proposes an extension of the transfer matrix solution for right decks to include the effects of skew without detracting from the simplicity of the method. Both the flexural and torsional flexibility coefficients need to be modified for the skew support conditions and a new flexure–torsion coefficient is introduced to represent the cross-coupling that occurs between these flexibilities because of skew. The assumption
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2

Kirsch, U., and S. Taye. "On optimal topology of grillage structures." Engineering with Computers 1, no. 4 (1986): 229–43. http://dx.doi.org/10.1007/bf01200139.

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3

Abdel Moniem, Sanad,. "Modelling of RC Slabs at High Temperature Using Simplified Grillage Model." International Conference on Civil and Architecture Engineering 9, no. 9 (2012): 1–22. http://dx.doi.org/10.21608/iccae.2012.44267.

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4

Munagal, Megha S. "Modelling and Analysis of I-Girder Bridge Deck using Grillage Analogy." International Journal for Research in Applied Science and Engineering Technology 8, no. 9 (2020): 846–52. http://dx.doi.org/10.22214/ijraset.2020.31608.

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Kim, Yunyoung, Byeong Il Kim, and Joo Shin Park. "Pareto optimisation of grillage system with multi-objectives." International Journal of Modelling, Identification and Control 8, no. 3 (2009): 213. http://dx.doi.org/10.1504/ijmic.2009.029266.

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6

Панасюк, Леонид, Leonid Panasyuk, Галина Кравченко, et al. "FINITE ELEMENT MODELLING OF INTERACTION BUILDING FRAME AND SLAB-PILE FOUNDATION." Construction and Architecture 7, no. 1 (2019): 34–38. http://dx.doi.org/10.29039/article_5c646f16bffb38.56532696.

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The article deals with the simulation of joint work of slab grillage and monolithic frame of the building by finite element method. The finite-element model is developed in the spatial formulation according to the complex scheme "upper structure-base plate-pile Foundation". The pile field was modeled by pliable rods with stiffness corresponding to the average draft of the pile field. Static and dynamic calculations are performed in the ING+software package. The results of the stress-strain state of the building frame elements demonstrate the correctness of this approach to take into account th
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7

Ftima, Mahdi Ben, Stéphane Lafrance, and Pierre Léger. "Three-dimensional modelling of shear keys in concrete gravity dams using an advanced grillage method." Water Science and Engineering 13, no. 3 (2020): 223–32. http://dx.doi.org/10.1016/j.wse.2020.09.003.

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8

Griffiths, D. V., and G. G. W. Mustoe. "Modelling of elastic continua using a grillage of structural elements based on discrete element concepts." International Journal for Numerical Methods in Engineering 50, no. 7 (2001): 1759–75. http://dx.doi.org/10.1002/nme.99.

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Vayas, Ioannis, Theodoros Adamakos, and Aristidis Iliopoulos. "Spatial systems for modelling steel-concrete composite bridges - comparison of grillage systems and FE models." Steel Construction 3, no. 2 (2010): 100–111. http://dx.doi.org/10.1002/stco.201010014.

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10

Tarnai, T. "Duality between plane trusses and grillages." International Journal of Solids and Structures 25, no. 12 (1989): 1395–409. http://dx.doi.org/10.1016/0020-7683(89)90108-x.

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Dissertations / Theses on the topic "Grillage modelling"

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Palliyaguru, Nishantha Sepala. "Alternative structural design strategies for bridge decks in low traffic volume roads." Thesis, Queensland University of Technology, 2013. https://eprints.qut.edu.au/61092/1/Nishantha_Palliyaguru_Thesis.pdf.

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This research is part of a major project with a stimulus that rose from the need to manage a large number of ageing bridges in low traffic volume roads (LTVR) in Australia. The project investigated, designed and consequently constructed, involved replacing an ageing super-structure of a 10m span bridge with a disused Flat-bed Rail Wagon (FRW). This research, therefore, is developed on the premises that the FRW can be adopted as the main structural system for the bridges in LTVR network. The main focus of this research is to present two alternate deck wearing systems (DWS) as part of the design
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2

Liu, Guixian. "Modélisation aux éléments discrets du renforcement des bétons bitumineux par des grilles en fibre de verre." Thesis, Strasbourg, 2019. http://www.theses.fr/2019STRAD019.

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L’effet du renforcement de la grille en fibre de verre sur le béton bitumineux est étudié numériquement par la méthode des éléments discrets. En ce qui concerne les matériaux quasi-fragiles, l’élasticité de la modélisation est calibrée et le comportement à la rupture est vérifié par une mécanique de la rupture élastique Le comportement et la défaillance de l’interface prédominent dans la fracture des échantillons, ce qui donne lieu à un modèle d’interface simplifié. L’étalonnage des paramètres sur le module de Young et le coefficient de Poisson est effectué entre le modèle d’interface et la mé
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3

Beye, Mamadou Lamine. "Etude et contribution à l’optimisation de la commande des HEMTs GaN." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI102.

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Cette thèse s'inscrit dans un contexte de développement durable où les enjeux énergétiques consistent à concevoir des convertisseurs de puissance plus disséminés, donc avec une Spécification ambitieuse en termes de densités massique et volumique. Les composants à semiconducteur dit à grand Gap permettent l’augmentation de la fréquence de commutation et permettent un fonctionnement à plus haute température locale. Les commutations à front raides et à haute fréquence des transistors rendent le système plus sensible aux éléments parasites. Ceci perturbe en retour la commutation des transistors et
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Chevalier, Florian. "Conception, fabrication et caractérisation de transistors à effet de champ haute tension en carbure de silicium et de leur diode associée." Phd thesis, INSA de Lyon, 2012. http://tel.archives-ouvertes.fr/tel-01016687.

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Dans le contexte des transports plus électriques, les parties mécaniques tendent à être remplacées par leurs équivalents électriques plus petits. Ainsi, le composant lui-même doit supporter un environnement plus sévère et de lourdes contraintes (haute tension, haute température). Les composants silicium deviennent alors inappropriés. Depuis la commercialisation des premières diodes Schottky en 2001, le carbure de silicium est le matériau reconnu mondialement pour la fabrication de dispositifs haute tension avec une forte intégration. Sa large bande d'énergie interdite et son fort champ électri
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Books on the topic "Grillage modelling"

1

Edmundson, Gary. Modelling the German15cm sIG33 Bison and Grille. Osprey Publishing, 2005.

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Edmundson, Gary. Modelling the German 15cm SIG33 Bison and Grille. Bloomsbury Publishing Plc, 2012.

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Edmundson, Gary. Modelling the German 15cm SIG33 Bison and Grille. Bloomsbury Publishing Plc, 2012.

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Book chapters on the topic "Grillage modelling"

1

Tapper, L., B. Byrne, and C. Martin. "Combined load capacity of grillage foundations on loose sand." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-86.

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Koopman, L., and J. Dijkstra. "1 g physical model tests on grillage foundations in clay." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-88.

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Conference papers on the topic "Grillage modelling"

1

Iijima, Kazuhiro, Junghyun Kim, and Tetsuya Yao. "Response Comparisons of a Large Floating Structure by Grillage and Shell FE Models." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57707.

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At the early design stage of a large floating structure, it is firstly important to know the hydroelastic response characteristics in waves. For this purpose, the structure is modeled by three-dimensional grillage, and hydroelastic analysis is performed in order to estimate the overall behaviour. At this stage, main design parameters are: floater shapes, their arrangement and rigidity distributions. They are optimized by referencing to the hydroelastic responses estimated by the analysis. As the design work develops, more detailed modelling is possible. At the final design stage, the design mu
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