Pontvignette|Pont permettant le passage de la ligne C du métro de Rotterdam, à Capelle-sur-l'Yssel (Pays-Bas). vignette|Pont sur la rivière Moyka à Saint-Pétersbourg, Russie Un pont est un ouvrage d'art qui permet de franchir un obstacle naturel ou artificiel (dépression, cours d'eau, voie de communication, vallée, ravin, canyon) en passant par-dessus. Le franchissement supporte le passage d'humains et de véhicules dans le cas d'un pont routier, ou d'eau dans le cas d'un aqueduc.
T-beamA T-beam (or tee beam), used in construction, is a load-bearing structure of reinforced concrete, wood or metal, with a -shaped cross section. The top of the -shaped cross section serves as a flange or compression member in resisting compressive stresses. The web (vertical section) of the beam below the compression flange serves to resist shear stress. When used for highway bridges the beam incorporates reinforcing bars in the bottom of the beam to resist the tensile stresses which occur during bending.
Yield (engineering)In materials science and engineering, the yield point is the point on a stress-strain curve that indicates the limit of elastic behavior and the beginning of plastic behavior. Below the yield point, a material will deform elastically and will return to its original shape when the applied stress is removed. Once the yield point is passed, some fraction of the deformation will be permanent and non-reversible and is known as plastic deformation.
Linear complex structureIn mathematics, a complex structure on a real vector space V is an automorphism of V that squares to the minus identity, −I. Such a structure on V allows one to define multiplication by complex scalars in a canonical fashion so as to regard V as a complex vector space. Every complex vector space can be equipped with a compatible complex structure, however, there is in general no canonical such structure. Complex structures have applications in representation theory as well as in complex geometry where they play an essential role in the definition of almost complex manifolds, by contrast to complex manifolds.
I-beamI-beam is a generic lay term for a variety of structural members with an or -shaped cross-section. Technical terms for similar items include H-beam (for universal column, UC), w-beam (for "wide flange"), universal beam (UB), rolled steel joist (RSJ), or double-T (especially in Polish, Bulgarian, Spanish, Italian and German). I-beams are typically made of structural steel and serve a wide variety of construction uses. The horizontal elements of the are called flanges, and the vertical element is known as the "web".
Beam bridgeBeam bridges are the simplest structural forms for bridge spans supported by an abutment or pier at each end. No moments are transferred throughout the support, hence their structural type is known as simply supported. The simplest beam bridge could be a log (see log bridge), a wood plank, or a stone slab (see clapper bridge) laid across a stream. Bridges designed for modern infrastructure will usually be constructed of steel or reinforced concrete, or a combination of both.
Generalized complex structureIn the field of mathematics known as differential geometry, a generalized complex structure is a property of a differential manifold that includes as special cases a complex structure and a symplectic structure. Generalized complex structures were introduced by Nigel Hitchin in 2002 and further developed by his students Marco Gualtieri and Gil Cavalcanti.
Prestressed concretePrestressed concrete is a form of concrete used in construction. It is substantially "prestressed" (compressed) during production, in a manner that strengthens it against tensile forces which will exist when in service. This compression is produced by the tensioning of high-strength "tendons" located within or adjacent to the concrete and is done to improve the performance of the concrete in service. Tendons may consist of single wires, multi-wire strands or threaded bars that are most commonly made from high-tensile steels, carbon fiber or aramid fiber.
Unbounded nondeterminismIn computer science, unbounded nondeterminism or unbounded indeterminacy is a property of concurrency by which the amount of delay in servicing a request can become unbounded as a result of arbitration of contention for shared resources while still guaranteeing that the request will eventually be serviced. Unbounded nondeterminism became an important issue in the development of the denotational semantics of concurrency, and later became part of research into the theoretical concept of hypercomputation.
Structure presque complexeEn géométrie différentielle, une structure presque complexe sur une variété différentielle réelle est la donnée d'une structure d'espace vectoriel complexe sur chaque espace tangent. Une structure presque complexe J sur une variété différentielle M est un champ d'endomorphismes J, c'est-à-dire une section globale du fibré vectoriel , vérifiant : Une variété différentielle munie d'une structure presque complexe est appelée une variété presque complexe.
Structure spinorielleEn géométrie différentielle, il est possible de définir sur certaines variétés riemanniennes la notion de structure spinorielle (qui se décline en structures Spin ou Spinc), étendant ainsi les considérations algébriques sur le groupe spinoriel et les spineurs. En termes imagés, il s'agit de trouver, dans le cadre des « espaces courbes », une géométrie « cachée » à l’œuvre derrière les concepts géométriques ordinaires. On peut aussi y voir une généralisation de la notion d'orientabilité et de changement d'orientation à une forme d'« orientabilité d'ordre supérieur ».
Stress–strain analysisStress–strain analysis (or stress analysis) is an engineering discipline that uses many methods to determine the stresses and strains in materials and structures subjected to forces. In continuum mechanics, stress is a physical quantity that expresses the internal forces that neighboring particles of a continuous material exert on each other, while strain is the measure of the deformation of the material. In simple terms we can define stress as the force of resistance per unit area, offered by a body against deformation.
Béton de cimentthumb|upright=1.0|Un mètre cube de béton (représentant la production mondiale annuelle de béton par habitant). Le béton de ciment, couramment appelé béton, est un mélange de ciment, de granulats, d'eau et d'adjuvants. Histoire du béton de ciment Ciment Le ciment se compose essentiellement de chaux, de silice, d'alumine et d'oxyde de fer combinés au silicate et aluminate de calcium. Les différents ciments résultent du mélange de clinker, de calcaire, de laitier et de cendres volantes (qui sont des composés à effet pouzzolanique, mais non considérés comme des pouzzolanes).
Écrouissagedroite|vignette|Laminage : l'amincissement provoque un durcissement du métal. Lécrouissage d'un métal est le durcissement d'un métal ductile sous l'effet de sa déformation plastique (déformation permanente). Ce mécanisme de durcissement explique en grande partie les différences de tenues et résistance entre les pièces métalliques obtenues par corroyage (c'est-à-dire par déformation plastique : laminage, tréfilage, forgeage) et les pièces de fonderie (simplement coulées dans un moule).
Wilkinson Microwave Anisotropy ProbeWilkinson Microwave Anisotropy Probe ou WMAP est un observatoire spatial américain de la NASA lancé en pour dresser une carte de l'anisotropie du fond diffus cosmologique. Par rapport à l'observatoire spatial COBE qui l'a précédé dans les années 1980, la mission a permis d'améliorer d'un facteur la précision des valeurs des principaux paramètres cosmologiques comme l'âge de l'Univers (13,77 milliards d'années) et la proportion de ses composants : matière baryonique (4,6 %), matière noire (24 %) et énergie sombre (71 %).
Load managementLoad management, also known as demand-side management (DSM), is the process of balancing the supply of electricity on the network with the electrical load by adjusting or controlling the load rather than the power station output. This can be achieved by direct intervention of the utility in real time, by the use of frequency sensitive relays triggering the circuit breakers (ripple control), by time clocks, or by using special tariffs to influence consumer behavior.
Quantum indeterminacyQuantum indeterminacy is the apparent necessary incompleteness in the description of a physical system, that has become one of the characteristics of the standard description of quantum physics. Prior to quantum physics, it was thought that Quantum indeterminacy can be quantitatively characterized by a probability distribution on the set of outcomes of measurements of an observable. The distribution is uniquely determined by the system state, and moreover quantum mechanics provides a recipe for calculating this probability distribution.
Tablier (pont)A deck is the surface of a bridge. A structural element of its superstructure, it may be constructed of concrete, steel, open grating, or wood. Sometimes the deck is covered by a railroad bed and track, asphalt concrete, or other form of pavement for ease of vehicle crossing. A concrete deck may be an integral part of the bridge structure (T-beam or double tee structure) or it may be supported with I-beams or steel girders. When a bridge deck is installed in a through truss, it is sometimes called a floor system.
AnisotropieLanisotropie (contraire d'isotropie) est la propriété d'être dépendant de la direction. Quelque chose d'anisotrope pourra présenter différentes caractéristiques selon son orientation. Un exemple simple est celui des lunettes de soleil polarisantes qui ne laissent pas passer la lumière selon la direction dans laquelle on les regarde. Ceci est aussi visible sur certains écrans d'ordinateurs plats qui n'affichent pas les mêmes couleurs : on dit que leur rayonnement est anisotrope.
Magnetocrystalline anisotropyIn physics, a ferromagnetic material is said to have magnetocrystalline anisotropy if it takes more energy to magnetize it in certain directions than in others. These directions are usually related to the principal axes of its crystal lattice. It is a special case of magnetic anisotropy. In other words, the excess energy required to magnetize a specimen in a particular direction over that required to magnetize it along the easy direction is called crystalline anisotropy energy.
