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Littérature scientifique sur le sujet « Structural solution »

Auteur : Grafiati
Publié le 1 avril 2023

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Articles de revues sur le sujet "Structural solution"

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Kharko, O. V. « Structural behaviour of continuous solid solution SmCo1-xFexO3 ». Functional Materials 21, no 2 (30 juin 2014) : 226–32. http://dx.doi.org/10.15407/fm21.02.226.

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Knight, Kevin S., et C. Michael B. Clark Henderson. « Structural variations in the wesselsiteeffenbergerite (Sr1xBaxCuSi4O10) solid solution ». European Journal of Mineralogy 22, no 3 (23 juin 2010) : 411–23. http://dx.doi.org/10.1127/0935-1221/2010/0022-2025.

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YEE, A., A. GUTMANAS et C. ARROWSMITH. « Solution NMR in structural genomics ». Current Opinion in Structural Biology 16, no 5 (octobre 2006) : 611–17. http://dx.doi.org/10.1016/j.sbi.2006.08.002.

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Chiriţă, S., M. Ciarletta et B. Straughan. « Structural stability in porous elasticity ». Proceedings of the Royal Society A : Mathematical, Physical and Engineering Sciences 462, no 2073 (30 mars 2006) : 2593–605. http://dx.doi.org/10.1098/rspa.2006.1695.

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We consider the linearized system of equations for an elastic body with voids as derived by Cowin & Nunziato. We demonstrate that the solution depends continuously on changes in the coefficients, which couple the equations of elastic deformation and of voids. It is also shown that the solution to the coupled system converges, in an appropriate measure, to the solutions of the uncoupled systems as the coupling coefficients tend to zero.
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Hollkamp, J. J., et S. M. Batill. « Structural Identification Using Order Overspecified Time-Series Models ». Journal of Dynamic Systems, Measurement, and Control 114, no 1 (1 mars 1992) : 27–33. http://dx.doi.org/10.1115/1.2896504.

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An identification method that uses order overspecified time-series models and a truncated singular value decomposition (SVD) solution is studied. The overspecified model reduces the effects of noise during the identification process, but produces extraneous modes. A backwards approach coupled with a minimum norm approximation, using a truncated SVD solution, enables the system modes to be distinguished from the extraneous modes of the model. Experimental data from a large flexible truss is used to study the effects of varying the truncation of the SVD solution and an order recursive algorithm is used to study the effects of model order. Results show that the SVD may be ineffective in separating the data into signal and noise subspaces. However solutions for highly overspecified model orders exhibit solution properties similar to the minimum norm solution and system and computational modes can be discriminated without a truncated solution.
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Migliardo, F., V. Magazù et M. Migliardo. « Structural properties of C60 in solution ». Journal of Molecular Liquids 110, no 1-3 (mars 2004) : 3–6. http://dx.doi.org/10.1016/j.molliq.2003.08.010.

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Dražić, Jasmina, Igor Peško, Vladimir Mučenski, Aleksandar Dejić et Marina Romanovich. « Evaluating Contractors and Offered Structural Solution ». Procedia Engineering 165 (2016) : 898–905. http://dx.doi.org/10.1016/j.proeng.2016.11.790.

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Al-Rasby, S. N. « Solution techniques in nonlinear structural analysis ». Computers & ; Structures 40, no 4 (janvier 1991) : 985–93. http://dx.doi.org/10.1016/0045-7949(91)90329-k.

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Tuma, Rabiya S. « Drug designers seek a structural solution ». Drug Discovery Today 8, no 22 (novembre 2003) : 1012. http://dx.doi.org/10.1016/s1359-6446(03)02906-4.

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Liu, G. R., Y. G. Xu et Z. P. Wu. « Total solution for structural mechanics problems ». Computer Methods in Applied Mechanics and Engineering 191, no 8-10 (décembre 2001) : 989–1012. http://dx.doi.org/10.1016/s0045-7825(01)00314-0.

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Thèses sur le sujet "Structural solution"

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Demers, Audrey Gertrude. « Structural studies of glycoproteins in solution ». Case Western Reserve University School of Graduate Studies / OhioLINK, 1990. http://rave.ohiolink.edu/etdc/view?acc_num=case1054759177.

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Patriksson, Alexandra. « From Solution into Vacuum - Structural Transitions in Proteins ». Doctoral thesis, Uppsala : University Library Universitetsbiblioteket, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-8300.

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Saint-Georges, Pascal. « Iterative Solution of Linear Systems for FEM Structural Analysis ». Doctoral thesis, Universite Libre de Bruxelles, 1996. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/212345.

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Dicko, I. Cedric. « Structural changes in Nephila edulis silk proteins in solution ». Thesis, University of Oxford, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.400100.

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Stanic, Andjelka. « Solution methods for failure analysis of massive structural elements ». Thesis, Compiègne, 2017. http://www.theses.fr/2017COMP2383/document.

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Objectifs de la thèse : l’analyse à rupture de structure de type solides et membranes et la modélisation de la rupture quasi-fragile par la méthode des éléments finis à forte discontinuité en cas de solide 2D. Dans ce travail, la méthode de continuation avec une équation de contrainte quadratique est présentée sous sa forme linéarisée. En présence de ruptures locales, la méthode de continuation standard peut échouer. Afin d’améliorer la performance de cette méthode, nous proposons de nouvelles versions plus sophistiquées qui prennent en compte les ruptures locales des matériaux. D’une part, une version est basée sur une équation supplémentaire adaptative imposant une limitation. Cette version est considérée relativement satisfaisante pour les matériaux adoucissants. D’autres versions sont basées sur le contrôle de la dissipation incrémentale pour les matériaux inélastiques. Plusieurs formulations d’éléments finis à forte discontinuité sont présentées en détails pour l’analyse de rupture quasi-fragile. Les approximations discrètes du champ de déplacement sont basées sur des éléments quadrilatéraux isoparamétriques ou des éléments quadrilatéraux enrichis par la méthode des modes incompatibles. Afin de décrire la formation d’une fissure ainsi que son ouverture, la cinématique de l’élément est enrichie par quatre modes de séparation et des paramètres cinématiques. On a également proposé un nouvel algorithme de repérage de fissure pour l’évaluation de la propagation de la fissure à travers le maillage. Plusieurs exemples numériques sont réalisés afin de montrer la performance de l’élément quadrilatéral à forte discontinuité ainsi que l’algorithme de repérage de fissure proposé
The thesis studies: the methods for failure analysis of solids and structures, and the embedded strong discontinuity finite elements for modelling material failures in quasi brittle 2d solids. As for the failure analysis, the consistently linearized path-following method with quadratic constraint equation is first presented and studied in detail. The derived path-following method can be applied in the nonlinear finite element analysis of solids and structures in order to compute a highly nonlinear solution path. However, when analysing the nonlinear problems with the localized material failures (i.e. materialsoftening), standard path-following methods can fail. For this reason we derived new versions of the pathfollowing method, with other constraint functions, more suited for problems that take into account localized material failures. One version is based on adaptive one-degree-of-freedom constraint equation, which proved to be relatively successful in analysing problems with the material softening that are modelled by the embedded-discontinuity finite elements. The other versions are based on controlling incremental plastic dissipation or plastic work in an inelastic structure. The dissipation due to crack opening and propagation, computed by e.g. embedded discontinuity finite elements, is taken into account. The advantages and disadvantages of the presented path-following methods with different constraint equations are discussed and illustrated on a set of numerical examples. As for the modelling material failures in quasi brittle 2d solids (e.g. concrete), several embedded strong discontinuity finite element formulations are derived and studied. The considered formulations are based either on: (a) classical displacement-based isoparametric quadrilateral finite element or (b) on quadrilateral finite element enhanced with incompatible displacements. In order to describe a crack formation and opening, the element kinematics is enhanced by four basic separation modes and related kinematic parameters. The interpolation functions that describe enhanced kinematics have a jump in displacements along the crack. Two possibilities were studied for deriving the operators in the local equilibrium equations that are responsible for relating the bulk stresses with the tractions in the crack. For the crack embedment, the major-principle-stress criterion was used, which is suitable for the quasi brittle materials. The normal and tangential cohesion tractions in the crack are described by two uncoupled, nonassociative damage-softening constitutive relations. A new crack tracing algorithm is proposed for computation of crack propagation through the mesh. It allows for crack formation in several elements in a single solution increment. Results of a set of numerical examples are provided in order to assess the performance of derived embedded strong discontinuity quadrilateral finite element formulations, the crack tracing algorithm, and the solution methods
Doktorska disertacija obravnava: (i) metode za porušno analizo trdnih teles in konstrukcij, ter (ii) končne elemente z vgrajeno močno nezveznostjo za modeliranje materialne porušitve v kvazi krhkih 2d trdnih telesih. Za porušno analizo smo najprej preučili konsistentno linearizirano metodo sledenja ravnotežne poti skvadratno vezno enačbo (metoda krožnega loka). Metoda omogoča izračun analize nelinearnih modelov, ki imajo izrazito nelinearno ravnotežno pot. Kljub temu standardne metode sledenja poti lahko odpovedo,kadar analiziramo nelinearne probleme z lokalizirano materialno porušitvijo (mehčanje materiala). Zatosmo izpeljali nove različice metode sledenja poti z drugimi veznimi enačbami, ki so bolj primerne zaprobleme z lokalizirano porušitvijo materiala. Ena različica temelji na adaptivni vezni enačbi, pri katerivodimo izbrano prostostno stopnjo. Izkazalo se je, da je metoda relativno uspešna pri analizi problemov zmaterialnim mehčanjem, ki so modelirani s končnimi elementi z vgrajeno nezveznostjo. Druge različicetemeljijo na kontroli plastične disipacije ali plastičnega dela v neelastičnem trdnem telesu ali konstrukciji.Upoštevana je tudi disipacija zaradi širjenja razpok v elementih z vgrajeno nezveznostjo. Prednosti inslabosti predstavljenih metod sledenja ravnotežnih poti z različnimi veznimi enačbami so predstavljeni naštevilnih numeričnih primerih. Za modeliranje porušitve materiala v kvazi krhkih 2d trdnih telesih (npr. betonskih) smo izpeljali različne formulacije končnih elementov z vgrajeno močno nezveznostjo v pomikih. Obravnavane formulacije temeljijo bodisi (a) na klasičnem izoparametričnem štirikotnem končnem elementu bodisi (b) na štirikotnem končnem elementu, ki je izboljšan z nekompatibilnimi oblikami za pomike. Nastanek in širjenje razpoke opišemo tako, da kinematiko v elementu dopolnimo s štirimi osnovnimi oblikami širjenja razpoke in pripadajočimi kinematičnimi parametri. Interpolacijske funkcije, ki opisujejo izboljšano kinematiko, zajemajo skoke v pomikih vzdolž razpoke. Obravnavali smo dva načina izpeljave operatorjev, ki nastopajo v lokalni ravnotežni enačbi in povezujejo napetosti v končnem elementu z napetostmi na vgrajeni nezveznosti. Kriterij za vstavitev nezveznosti (razpoke) temelji na kriteriju največje glavne napetosti in je primeren za krhke materiale. Normalne in tangentne kohezijske napetosti v razpoki opišemo z dvema nepovezanima, poškodbenima konstitutivnima zakonoma za mehčanje. Predlagamo novi algoritem za sledenje razpoki za izračun širjenja razpoke v mreži končnih elementov. Algoritem omogoča formacijo razpok v več končnih elementih v enem obtežnem koraku. Izračunali smo številne numerične primere, da bi ocenili delovanje izpeljanih formulacij štirikotnih končnih elementov z vgrajeno nezveznostjo in algoritma za sledenje razpoki kot tudi delovanje metod sledenja ravnotežnih poti
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Steinke, Nicola. « Structural investigations of peptide folding and unfolding in solution ». Thesis, University of Oxford, 2017. https://ora.ox.ac.uk/objects/uuid:753c28d5-cb84-4a40-9048-bbaf98e9057c.

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Proteins are the essential biological working molecules in all living beings. Their function depends on their ability to adopt a specific three-dimensional structure in aqueous solution. The mechanism of this folding process, and conversely the loss of protein structure, unfolding, is still not well understood, especially on the atomic scale where these interactions occur in vivo. In this thesis, the structures of small model peptides have been investigated in aqueous solutions in order to understand how water, urea and other co-solutes influence protein folding and unfolding. Using a combination of neutron diffraction enhanced by isotopic substitution and computer simulations, it was found that urea, generally at any probed concentration, decreases ionic interactions with the peptides in solution. When the peptide backbone is solvent accessible, urea interacts directly with the polar peptide backbone and replaces water molecules at higher urea concentrations. Further, the results indicate an ambiguous in uence of water on peptide folding vs. conformational stability. The formation of β-turn like structures, and possibly intra-peptide hydrogen bonds in general, appears to be dependent on a specific backbone hydration pattern, facilitated by the local amino acid sequence. Conversely, hydrophobic residues in folded protein structures are particularly sensitive, in terms of conformation and hydration, towards an increased peptide backbone hydration.
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Doan, Vinh Thi Thuy. « Integrated design solution of a residential structural insulated panel dwelling ». Thesis, University of Birmingham, 2013. http://etheses.bham.ac.uk//id/eprint/4236/.

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In the transition pathway to low carbon construction, the UK Government affirms the legal commitment of reducing carbon dioxide emissions associated with energy use in buildings. There have been some successes achieved by the use of Structural Insulated Panels (SIPs), a ready insulated and prefabricated product that offers positive benefits in energy efficiency. However, detailed field performance of SIP units are still relatively rare in the UK, and issues related to thermal bridging and other as-built effects on thermal performance coupled to lack of ventilation potential have not been fully assessed. A systematic post construction evaluation of a SIP based dwelling was conducted by means of analytical verification, thermo-dynamic computer simulation, and field experimental work. Focus throughout was on generating post construction performance data, which have been used to validate and verify models developed in simulation software to understand how gap between design and post construction performance can be closed. Consideration of a SIP based product was particularly important as this solved a number of challenges faced by the UK housing sector, particularly the need for cost effective and energy efficient solutions whose performance under a range of changing conditions or orientations can be predicted.
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Gopalasingam, Piraveen. « Structural characterization of the protein tyrosine phosphatase Shp2 in solution ». Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5828/.

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Intracellular signalling cascades are mediated by a plethora of receptors, enzymes, adaptors and small molecules. The Protein Tyrosine Phosphatase (PTP) Shp2 is a highly conserved enzyme involved in a myriad of cellular processes including growth, differentiation and apoptosis. Shp2 is multi-domain protein composed of two SH2 domains in tandem, a PTP catalytic domain and a C-terminal tail containing multiple phosphorylation sites and a proline-rich region. The majority of biophysical research has utilised X-ray crystallography to study interactions and effects of mutations at the structural level. To gain a further understanding of Shp2 ligand binding and perturbations caused by disease relevant mutations, a structural investigation was performed with Nuclear Magnetic Resonance (NMR) spectroscopy and Small-angle X-ray Scattering (SAXS) in solution. The NMR signals from the backbone of both SH2 domains were assigned and residue-level interactions and differential SH2 domain specificities with peptides from the novel receptor G6b-B were delineated. In addition, the E76K point mutation that causes Noonan Syndrome and leukaemia was found to have increased conformational dynamics, the first experimental evidence of this phenomenon at the structural level.
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Thareja, Rajiv R. « Efficient single-level solution of hierarchical problems in structural optimization ». Diss., Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/71195.

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Engineering design is hierarchical in nature, and if no attempt is made to benefit from this hierarchical nature, design optimization can be very expensive. There are two alternatives to taking advantage of the hierarchical nature of structural design problems. Multi-level optimization techniques incorporate the hierarchy at the formulation stage, and result in the coordinated optimization of a hierarchy of subsystems. The use of multi-level optimization techniques often necessitates the use of equality constraints. These constraints can sometimes cause numerical difficulties during optimization. Single-level decomposition techniques take advantage of the hierarchical nature to reduce the optimization cost. In this research the decomposition approach has been followed to reduce the computational effort in a single-level design space. A decoupling technique has been developed that retains the advantages of a partitioned system of smaller independent subsystems without an increase in the total number of design variables. A penalty function formulation using Newton's method for the solution of a sequence of unconstrained minimizations was employed. The optimization of the decoupled system is cheaper due to (i) cheaper evaluation of the hessian matrix by taking advantage of its sparsity, (ii) fewer global analyses for constraint derivative calculations, and (iii) utilizing the decoupled nature of the hessian matrix in the solution process. Further, the memory requirements of the decoupled system are much less than that of the original coupled system. These benefits increase substantially for design problems with larger and larger number of detailed design variables. Orthotropic material properties as stiffness global variables have been shown to be effective as global variables for panels in a hierarchical wing design formulation. The proposed decoupling technique was implemented to minimize the volume of a portal frame and a wing box. Computational savings of up to 50 percent have been obtained for medium sized problems. The savings increase as the size of the problem and the amount of decoupling is increased. The procedure is simple to implement. For truly large systems this decoupling technique provides the necessary reduction of computational effort to make the optimization process viable.
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Borges, Rafael Junqueira. « Structural studies of PLA2-like toxins and development of the structure solution method sequence slider ». Botucatu, 2017. http://hdl.handle.net/11449/150292.

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Orientador: Marcos Roberto de Mattos Fontes
Resumo: As fosfolipases A2 (PLA2s) são um dos maiores constituintes protéicos do veneno botrópico e um dos responsáveis pela necrose muscular, consequência esta não eficazmente neutralizada pela administração do soro antiofídico. Estas proteínas são tóxicas através do rompimento ou perturbação da membrana celular em um mecanismo catalítico dependente de cálcio e outro independente, sendo este último não totalmente elucidado. Usualmente, estas toxinas são obtidas diretamente do veneno das serpentes, sendo sua purificação um desafio pela co-existência de diferentes isoformas. O objetivo desta tese foi compreender o mecanismo miotóxico independente de cálcio através de estudos estruturais e propor nova metodologia que trate de dados cristalográficos de toxinas provenientes de amostras impuras, chamada SEQUENCE SLIDER. Para tanto, cristalografia e outras técnicas biofísicas, como espalhamento de raios X a baixo ângulo, serão utilizados para estudar três miotoxinas ofídicas em estado nativo e complexado com produtos naturais e inibidores. Nós propusemos medidas locais e globais para caracterizar e relacionar a estrutura dessas toxinas a função. Com o SEQUENCE SLIDER, pudemos elucidar as estruturas de toxinas inéditas cuja sequência era parcialmente conhecida. Esta nova metodologia proposta consiste em avaliar diferentes cadeias laterais contra o coeficiente de correlação em espaço real calculado a partir dos dados cristalográficos. Em paralelo, desenvolvemos o SEQUENCE SLIDER no âmbito do... (Resumo completo, clicar acesso eletrônico abaixo)
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Livres sur le sujet "Structural solution"

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French, Samuel E. Instructor's solution manual to accompany Fundamentals of structural analysis. Minneapolis/St. Paul : West Pub. Co, 1995.

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Kurdo, R. The physical and structural properties of solution-spun tencelfibres. Manchester : UMIST, 1994.

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Haldane, Samuel Arthur Thomas. X-ray structural studies of nitrogenase proteins in solution. Leicester : De Montfort University, 1997.

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F, Doyle James. Modern experimental stress analysis : The solution of partially specified problems. Hoboken, NJ : Wiley, 2004.

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United States. National Aeronautics and Space Administration., dir. Application of finite-element-based solution technologies for viscoplastic structural analyses. [Washington, DC] : National Aeronautics and Space Administration, 1990.

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United States. National Aeronautics and Space Administration., dir. Application of finite-element-based solution technologies for viscoplastic structural analyses. [Washington, DC] : National Aeronautics and Space Administration, 1990.

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L, Lawson Charles, et Dryden Flight Research Facility, dir. Implementation of a block Lanczos algorithm for eigenproblem solution of gyroscopic systems. Edwards, Calif : National Aeronautics and Space Administration, Ames Research Center, Dryden Flight Research Facility, 1987.

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Frankel, Jeffrey A. A solution to fiscal procyclicality : The structural budget institutions pioneered by Chile. Cambridge, MA : National Bureau of Economic Research, 2011.

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Manolis, Papadrakakis, dir. Parallel solution methods in computational mathematics. Chichester : John Wiley & Sons, 1997.

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Manolis, Papadrakakis, dir. Solving large-scale problems in mechanics : The development and application of computational solution methods. Chichester, West Sussex, England : Wiley, 1993.

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Chapitres de livres sur le sujet "Structural solution"

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Galperin, E. I. « Solution of Structural Problems ». Dans Vertical Seismic Profiling and Its Exploration Potential, 280–303. Dordrecht : Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5195-2_10.

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Tim Huff, P. E. « Problems for Solution ». Dans A Practical Course in Advanced Structural Design, 265–86. First edition. | Boca Raton, FL : CRC Press, 2021. : CRC Press, 2021. http://dx.doi.org/10.1201/9781003158998-6.

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Kukula, Pavel, et Michael Valasek. « Kinematical Solution by Structural Approximation ». Dans Computational Kinematics, 323–30. Berlin, Heidelberg : Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-01947-0_40.

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Lyamina, Elena. « An Approximate Solution for Plane Strain Rolling of Viscoplastic Sheets ». Dans Structural Integrity, 79–84. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_14.

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Hjelmstad, Keith D. « Numerical Solution of Ordinary Differential Equations ». Dans Fundamentals of Structural Dynamics, 23–53. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-89944-8_2.

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Andrusiv, Lubov. « Numerical Issues Affecting the Eigenproblem Solution of Transversely Vibrating Segmented Structures ». Dans Structural Integrity, 255–61. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_57.

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Olhoff, Niels. « Solution of Max-Min Problems via Bound Formulation and Mathematical Programming ». Dans Structural Optimization, 397. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1413-1_52.

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Ramana, P. V., et Vivek Singh. « The Emerging Solution for Partial Differential Problems ». Dans Advances in Structural Engineering, 193–203. New Delhi : Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_18.

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Gutkowski, W. « Discrete Structural Optimization : Design Problems and Exact Solution Methods ». Dans Discrete Structural Optimization, 1–53. Vienna : Springer Vienna, 1997. http://dx.doi.org/10.1007/978-3-7091-2754-4_1.

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Pileni, M. P., T. Zemb, P. Brochette, B. Hickel et J. Milhaud. « Hydrated Electron in Reverse Micelles Used as A Structural Probe ». Dans Surfactants in Solution, 685–96. Boston, MA : Springer US, 1986. http://dx.doi.org/10.1007/978-1-4615-7981-6_11.

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Actes de conférences sur le sujet "Structural solution"

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UTKU, S., et M. SALAMA. « Parallel solution of closely coupled systems ». Dans 26th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1985. http://dx.doi.org/10.2514/6.1985-782.

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STUBSTAD, JOHN, et GEORGE SIMITSES. « Solution methods for one-dimensional viscoelastic problems ». Dans 28th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-804.

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Gu, Haozhong, et Aditi Chattopadhyay. « Elasticity solution for delamination buckling of plates ». Dans 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1612.

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Orisamolu, I., et Q. Liu. « Finite element reliability solution of stochastic eigenvalue problems ». Dans 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1311.

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PARK, K., et W. BELVIN. « Stability and implementation of partitioned CSI solution procedures ». Dans 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1238.

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OU, RONGFU, et ROBERT FULTON. « Solution of nonlinear dynamic response on parallel computers ». Dans 29th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2396.

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Lasher, E., et C. Bloebaum. « Impact of sensitivity analysis error on optimal solution accuracy ». Dans 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1286.

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MIN, J., J. BASS et L. SPRADLEY. « SOLUTION-ADAPTIVE FINITE ELEMENT METHOD IN COMPUTATIONAL FRACTURE MECHANICS ». Dans 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1449.

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STORAASLI, OLAF, EUGENE POOLE, JAMES ORTEGA et ANDREW CLEARY. « Solution of structural analysis problems on a parallel computer ». Dans 29th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2287.

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OJALVO, IRVING. « Improved Solution for System Identification Equations by Epsilon-Decomposition ». Dans 31st Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1146.

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Rapports d'organisations sur le sujet "Structural solution"

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Hammel, Michal. Structural analyses of macromolecules by solution scattering (CRADA Final Report). Office of Scientific and Technical Information (OSTI), octobre 2021. http://dx.doi.org/10.2172/1874024.

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Lee, Andrew Loyd. Structural and dynamic characterization of eukaryotic gene regulatory protein domains in solution. Office of Scientific and Technical Information (OSTI), mai 1996. http://dx.doi.org/10.2172/373861.

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Frankel, Jeffrey. A Solution to Fiscal Procyclicality : The Structural Budget Institutions Pioneered by Chile. Cambridge, MA : National Bureau of Economic Research, avril 2011. http://dx.doi.org/10.3386/w16945.

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SOHN, HOON, JEANETTE R. WAIT et FARRAR, TANNER, NEAL A. APPLICATION OF A WIRELESS SENSOR MODULE AS A DISTRIBUTED STRUCTURAL HEALTH MONITORING SOLUTION. Office of Scientific and Technical Information (OSTI), juin 2002. http://dx.doi.org/10.2172/808001.

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Kraus, Nicholas C., Lihwa Lin, Ernest R. Smith, Daniel J. Heilman et Robert C. Thomas. Long-Term Structural Solution for the Mouth of Colorado River Navigation Channel, Texas. Fort Belvoir, VA : Defense Technical Information Center, avril 2008. http://dx.doi.org/10.21236/ada480430.

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Patel, Reena, David Thompson, Guillermo Riveros, Wayne Hodo, John Peters et Felipe Acosta. Dimensional analysis of structural response in complex biological structures. Engineer Research and Development Center (U.S.), juillet 2021. http://dx.doi.org/10.21079/11681/41082.

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The solution to many engineering problems is obtained through the combination of analytical, computational and experimental methods. In many cases, cost or size constraints limit testing of full-scale articles. Similitude allows observations made in the laboratory to be used to extrapolate the behavior to full-scale system by establishing relationships between the results obtained in a scaled experiment and those anticipated for the full-scale prototype. This paper describes the application of the Buckingham Pi theorem to develop a set of non-dimensional parameters that are appropriate for describing the problem of a distributed load applied to the rostrum of the paddlefish. This problem is of interest because previous research has demonstrated that the rostrum is a very efficient structural system. The ultimate goal is to estimate the response of a complex, bio-inspired structure based on the rostrum to blast load. The derived similitude laws are verified through a series of numerical experiments having a maximum error of 3.39%.
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Allen, H. C., E. A. Raymond et G. L. Richmond. Surface Structural Studies of Methane Sulfonic Acid at Air/Aqueous Solution Interfaces using Vibrational Sum Frequency Spectroscopy. Fort Belvoir, VA : Defense Technical Information Center, juillet 2000. http://dx.doi.org/10.21236/ada379636.

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Kansa, E. J. Verification of the NIKE3D structural analysis code by comparison against the analytic solution for a spherical cavity under a far-field uniaxial stress. Office of Scientific and Technical Information (OSTI), janvier 1989. http://dx.doi.org/10.2172/5745682.

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Wi, Jungyeon. Preventing Styrofoam in Marine Environment through Eco-friendly, Durable Bivalve Buoys of Reduced Impact through structural modification. Intellectual Archive, septembre 2022. http://dx.doi.org/10.32370/iaj.2729.

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Microplastics and marine pollution are emerging environmental issues around the world. In South Korea, styrofoam buoys are one of the primary sources of microplastics. The article addresses current limitations regarding environmental efforts done to reduce styrofoam buoys at governmental and company levels. The article introduces one solution to the problem, a new eco-friendly buoy made of biodegradable material with enhanced durability and sustainability. The article proposes potential campaigns and activities to raise awareness of the issue and encourage using eco-friendly buoys.
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Deb, Robin, Paramita Mondal et Ardavan Ardeshirilajimi. Bridge Decks : Mitigation of Cracking and Increased Durability—Materials Solution (Phase III). Illinois Center for Transportation, décembre 2020. http://dx.doi.org/10.36501/0197-9191/20-023.

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Type K cement offers a lower slump than conventional concrete, even at a higher water-to-cement ratio. Therefore, a suitable chemical admixture should be added to the Type K concrete mix design at a feasible dosage to achieve and retain target slump. In this project, a compatibility study was performed for Type K concrete with commercially available water-reducing and air-entraining admixtures. Slump and air content losses were measured over a period of 60 minutes after mixing and a particular mid-range water-reducing admixture was found to retain slump effectively. Furthermore, no significant difference in admixture interaction between conventional and Type K concrete was observed. Another concern regarding the use of Type K concrete is that its higher water-to-cement ratio can potentially lead to higher permeability and durability issues. This study also explored the effectiveness of presoaked lightweight aggregates in providing extra water for Type K hydration without increasing the water-to-cement ratio. Permeability of concrete was measured to validate that the use of presoaked lightweight aggregates can lower water adsorption in Type K concrete, enhancing its durability. Extensive data analysis was performed to link the small-scale material test results with a structural test performed at Saint Louis University. A consistent relation was established in most cases, validating the effectiveness of both testing methods in understanding the performance of proposed shrinkage-mitigation strategies. Stress analysis was performed to rank the mitigation strategies. Type K incorporation is reported to be the most effective method for shrinkage-related crack mitigation among the mixes tested in this study. The second-best choice is the use of Type K in combination with either presoaked lightweight aggregates or shrinkage-reducing admixtures. All mitigation strategies tested in this work were proved to be significantly better than using no mitigation strategy.
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