coupling

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Coupling,各种联轴器,英文版的

Coupling,各种联轴器,英文版的

Shaft couplings will be used under the following conditions: 1. With shafts having collinear axis, that is, axis in the same straight line, rigid or flexible couplings of various form are used. 2. With shafts having intersecting axis, a Universal Coupling is employed. 3. With shafts whose axes are parallel and at a relatively small distance apart, the double slider crank principle of mechanism is used. A shaft coupling should have the following requirements: 1. It should be easy to connect or disconnect. 2. It should transmit the full power of the shaft. 3. it should hold the shafts in perfect alignment. 4. It should have no projecting parts.
This flexible-disk coupling contains at least one disk attached at its outside to one of the two rotary parts connected therewith and is splined adjacent its inside periphery to the other of said parts. The splines let the disk expand naturally under centrifugal stress, independently of said other part. They have preferably straight radical profiles, so that the increased expansion of the disk avoids backlash. The couplings may be used in pairs, as common-place, or also singly. The flexible disks are subjected to various stresses, of which the stress set up by centrifugal inertia is a major component. It is customary to rigidly weld the disks at their inner portion to one of the two parts connected by the coupling. The invention departs from this custom. It lets the disks expand naturally without being tied to the expansion of said one part. As this decreases the stress on the disks it enables them to carry increased load.

偶合器(Coupling)-联轴器

偶合器(Coupling)-联轴器

偶合器(Coupling)偶合器(Coupling)是利用某种介质,将原动机的动力传给从动机的机械装置。

以液体为工作介质的一种非刚性联轴器,又称联轴器。

性能1、具有减缓冲击和隔离扭振的性能;可以使电机起动有一个延迟时间,缓慢加速,减少骤然起动而引起的零件间的相互冲击。

2、具有使电机轻载起动性能:由于偶合器的泵轮力矩与其转速的平方成正比,故当起动瞬间泵轮因转速低而力矩甚微,电机近似于带泵轮空载起动,所以起动时间短,起动电流小,起动平稳,尤其适合起动大惯量沉重负载。

3、具有过载保护性能:由于偶合器无机械直接连接,当外负荷超过一定限度后,泵轮力矩便不再上升,此时电机照常转动,输出减速直至停止,从电源吸取的功率转化为热能使偶合器升温,直至易熔塞喷液,从而输入与输出被切断,保护了电机,工作机不受损坏,从而降低了机器故障率,维护费用和停工时间,延长了电机荷工作机使用寿命。

4、具有节电的性能:由于偶合器有效地解决了电机起动和“大马拉小车”的现象,与刚性传动相比至少可降低一个电机机座号,加上可以降低起动电流和持续时间,降低对电网的冲击节能率达10—20%,尤其在起动大惯量沉重负载时更为显著。

限矩型液力偶合器的特点:除轴承和油封外,无任何机械磨檫,使用寿命长,故障率低,不需特殊维护保养。

常见类型编辑液力偶合器的实质是离心泵与涡轮机的组合。

主要由输入轴、输出轴、泵轮、涡轮、外亮、辅室及安全保护装置等构成。

输入轴一端与动力机相连,另一端与泵鸵相连:输出轴一端与涡轮相连,另一端与工作机相连。

泵轮与涡轮对称布置,轮内布置一定数量的叶片。

外亮与泵轮固联成密封腔,腔内充填工作液体以传递动力;当原动机通过输入轴带动泵轮旋转时,充填在工作腔内的工作液体受离心力和工作轮叶片的作用由半径较小的泵轮入口被加速加压抛向半径较大的泵轮出口,同时液体的动量矩产生增量,即偶合器泵轮将输入的机械能转化成了液体动能:当携带液体动能的工作液体由泵轮出口冲向对面的涡轮时,液流便沿涡鸵叶片所形成的流道做向心流动,同时释放液体动能转化成机械能驱动涡轮旋转并带动负载做功。

coupling分为两种:运动耦合和分布耦合

coupling分为两种:运动耦合和分布耦合

coupling分为两种:运动耦合和分布耦合coupling分为两种:运动耦合和分布耦合;是对接触问题的⼀种简化⽅式,⼀般来讲,分布耦合处的刚度⼩于运动耦合处的刚度;【1】运动耦合:即在此区域的各节点与参考点之间建⽴⼀种运动上的约束关系。

【2】分布耦合:在此区域的各节点与参考点之间建⽴⼀种约束关系,但是对此区域上各节点的运动进⾏了加权处理,使在此区域上受到的合⼒和合⼒距与施加在参考点上的⼒和⼒矩相等效。

换⾔之,分布耦合允许⾯上的各部分之间发⽣相对变形,⽐运动耦合中的⾯更柔软。

31.3.2 Coupling constraintsProducts: Abaqus/Standard Abaqus/Explicit Abaqus/CAEReferences“Surfaces: overview,” Section 2.3.1*COUPLING*KINEMATIC*DISTRIBUTING“Defining coupling constraints,” Section 15.15.4 of the Abaqus/CAE User's ManualOverviewThe surface-based coupling constraint:couples the motion of a collection of nodes on a surface to the motion of a reference node;is of type kinematic when the group of nodes is coupled to the rigid body motion defined by the reference node;is of type distributing when the group of nodes can be constrained to the rigid body motion defined by a reference node in an average sense by allowing control over the transmission of forces through weight factors specified at the coupling nodes;automatically selects the coupling nodes located on a surface lying within a region of influence;can be used with two- or three-dimensional stress/displacement elements; andcan be used in geometrically linear and nonlinear analysis.Surface-based coupling definitionsThe surface-based coupling constraint in Abaqus provides coupling between a reference node and a group of nodes referred to as the “coupling nodes.” This option provides the same functionality as the kinematic coupling constraint and the distributing coupling elements (DCOUP2D, DCOUP3D) in Abaqus/Standard with a surface-based user interface. The coupling nodes are selected automatically by specifying a surface and an optional influence region. The procedure used to define the coupling nodes is discussed below.For a distributing coupling constraint, the distributing weight factors are calculated automatically if the surface is an element-based surface. In such a case the weight factors are based on the tributary area at each coupling node, except for a surface along a shell edge, where the weight factors are based on the tributary edge length. Furthermore, the distributing weight factors can be modified using one of several weighting methods, which allow the forces transferred to the coupling nodes to vary inversely with the radial distance from the reference node.Typical applicationsThe coupling constraint is useful when a group of coupling nodes is constrained to the rigid body motion of a single node. The coupling constraint can be employed effectively in the following applications:To apply loads or boundary conditions to a model. Figure 31.3.2–1 illustrates the use of a kinematic coupling constraint to prescribe a twisting motion to a model without constraining the radial motion.Figure 31.3.2–1 Kinematic coupling constraint.Figure 31.3.2–2 illustrates a distributing coupling constraint used to prescribe a displacement and rotation condition ona boundary where relative motion between the nodes on the boundary is required. In this example a twist is prescribedat the end of the structure that is expected to warp and/or deform within the end surface.Figure 31.3.2–2 Distributing coupling constraint.To distribute loads on a model, where the load distribution can be described with a moment-of-inertia expression.Examples of such cases include the classic bolt-pattern and weld-pattern distribution expressions.To apply dimensionality transitions between continuum and structural elements. For example, a distributing coupling allows flexible coupling between structural and solid elements.To model end conditions. For example, modeling a rigid end plate or modeling plane sections of a solid to remain planar can be done easily with a kinematic coupling definition.To simplify modeling of complex constraints. In a kinematic coupling definition the degrees of freedom that participate in the constraint may be selected individually in a local coordinate system.To model interactions with other constraints, such as connector elements. For example, a hinged part may be modeled more realistically by two distributing coupling definitions, whose reference nodes are connected by a hinge connector element. The load transfer then occurs between two “clouds” of nodes, rather than between two single nodes.“Substructure analysis of a one-piston engine model,” Section 4.1.10 of the Abaqus Example Problems Manual,illustrates this use of connector elements in conjunction with coupling constraints to model a one-piston engine. Defining the coupling constraintDefining a coupling constraint requires the specification of the reference node (also called the constraint control point), the coupling nodes, and the constraint type. The coupling constraint associates the reference node with the coupling nodes. A name must be assigned to the constraint and may be used in postprocessing with Abaqus/CAE. A node number or node set name may be specified for the reference node. If a node set is specified, the node set must contain exactly one node. The reference node for a kinematic coupling constraint has both translational and rotational degrees of freedom. The surface on which the coupling nodes are located can be node-based; element-based; or, in Abaqus/Explicit, a combination of both surface types. You can specify an optional radius of influence that limits the coupling nodes to a specific region on the surface. Details on how coupling nodes are defined by specifying an influence region are discussed below.The constraint type can be either kinematic or distributing, as discussed below.Input File Usage:Use the following options:*COUPLING, CONSTRAINT NAME=name, REF NODE=n,SURFACE=surface*KINEMATIC or*DISTRIBUTINGAbaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Coupling type: Kinematic or DistributingSpecifying a region of influenceBy default, coupling nodes belonging to the entire surface are selected for the coupling definition. You can limit the coupling nodes to lie within a spherical region centered about the reference node by defining a radius of influence.The procedure by which coupling nodes are selected for the constraint definition depends on the surface type:For a node-based surface, all the nodes defined by the surface definition that fall within the influence region areselected for the coupling definitions.For an element-based surface, the surface facets that are either fully or partially inscribed by the influence region are determined. All nodes belonging to these facets, whether or not these nodes fall within the influence region, areselected for the coupling nodes. When the influence radius is less than the distance to the closest coupling node, Abaqus selects all nodes belonging to the closest facet. If the projection of the reference node on the surface falls on an edge or a vertex of multiple facets, all nodes belonging to these facets adjoining the edge or vertex are included in the coupling definition.A distributing coupling constraint must include at least two coupling nodes. If fewer than two coupling nodes are found,Abaqus issues an error message during input file preprocessing.Input File Usage:*COUPLING, CONSTRAINT NAME=name, REF NODE=n,SURFACE=surface, INFLUENCE RADIUS=rAbaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Influence radius: SpecifyKinematic coupling constraintsKinematic coupling constrains the motion of the coupling nodes to the rigid body motion of the reference node. The constraint can be applied to user-specified degrees of freedom at the coupling nodes with respect to the global or a local coordinate system.Kinematic constraints are imposed by eliminating degrees of freedom at the coupling nodes. In Abaqus/Standard once any combination of displacement degrees of freedom at a coupling node is constrained, additional displacement constraints—such as MPCs, boundary conditions, or other kinematic coupling definitions—cannot be applied to any coupling node involved in a kinematic coupling constraint. The same limitation applies for rotational degrees of freedom. This restriction does not apply in Abaqus/Explicit. See “Kinematic constraints: overview,” Section 31.1.1, for more information.Input FileUsage:Use both of the following options to define a kinematic coupling constraint:*COUPLING*KINEMATICfirst dof, last dofFor example, the following coupling constraint is used to constrain degrees of freedom 1, 2, and 6 on surfacesurfA to reference node 1000:*COUPLING, CONSTRAINT NAME=C1, REF NODE=1000, SURFACE=surfA*KINEMATIC1, 26,Abaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Coupling type: Kinematic: toggle on the degrees of freedomTranslational degrees of freedomTranslational degrees of freedom are constrained by eliminating the specified degrees of freedom at the coupling nodes. When all translational degrees of freedom are specified, the coupling nodes follow the rigid body motion of the reference node.Rotational degrees of freedomRotational degrees of freedom are constrained by eliminating the specified degrees of freedom at the coupling nodes. All combinations of selected rotational degrees of freedom result in rotational behavior identical to existing MPC types: Selection of three rotational degrees of freedom along with three displacement degrees of freedom is equivalent to MPC type BEAM.Selection of two rotational degrees of freedom is equivalent to MPC type REVOLUTE in Abaqus/Standard.Selection of one rotational degree of freedom is equivalent to MPC type UNIVERSAL in Abaqus/Standard.In Abaqus/Standard internal nodes are created by the kinematic coupling to enforce the constraints that are equivalent to MPC types REVOLUTE and UNIVERSAL. These nodes have the same degrees of freedom as the additional nodes used in these MPC types and are included in the residual check for nonlinear analysis.Specifying a local coordinate systemThe kinematic coupling constraint can be specified with respect to a local coordinate system instead of the global coordinate system (see “Orientations,” Section 2.2.5). Figure 31.3.2–1 illustrates the use of a local coordinate system to constrain all but the radial translation degrees of freedom of the coupling nodes to the reference node. In this example a local cylindrical coordinate system is defined that has its axis coincident with the structure's axis. The coupling node constraints are then specified in this local coordinate system.Input File*COUPLING, ORIENTATION=localUsage:For example, the following input is used to specify the kinematic coupling constraint shown in Figure31.3.2–1:*ORIENTATION, SYSTEM=CYLINDRICAL, NAME=COUPLEAXIS0.0, -1.0, 0.0, 0.0, 1.0, 0.0*COUPLING, REF NODE=500, SURFACE=Endcap,ORIENTATION=COUPLEAXIS*KINEMATIC2, 3Abaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Edit: select local coordinate systemConstraint direction and finite rotationIn geometrically nonlinear analysis steps the coordinate system in which the constrained degrees of freedom are specified will rotate with the reference node regardless of whether the constrained degrees of freedom are specified in the global coordinate system or in a local coordinate system.Distributing coupling constraintsDistributing coupling constrains the motion of the coupling nodes to the translation and rotation of the reference node. This constraint is enforced in an average sense in a way that enables control of the transmission of loads through weight factors at the coupling nodes. Forces and moments at the reference node are distributed either as a coupling node-force distribution only (default) or as a coupling node-force and moment distribution. The constraint distributes loads such that the resultants of the forces (and moments) at the coupling nodes are equivalent to the forces and moments at the reference node. For cases of more than a few coupling nodes, the distribution of forces/moments is not determined by equilibrium alone, and distributing weight factors are used to define the force distribution.The moment constraint between the rotation degrees of freedom at the reference node and the average rotation of the cloud nodes can be released in one direction in a two-dimensional analysis and one, two, or three directions in a three-dimensional analysis. In a three-dimensional analysis you can specify the moment constraint directions in the global coordinate system or in a local coordinate system. All available translational degrees of freedom at the reference node are always coupled to the average translation of the coupling nodes.In a three-dimensional Abaqus/Standard analysis if all three moment constraints are released by specifying only degrees of freedom 1 through 3, only translation degrees of freedom will be activated on the reference node. If only one or two rotation degrees of freedom have been released, all three rotation degrees of freedom are activated at the reference node. In this case you must ensure that proper constraints have been placed on the unconstrained rotation degrees of freedom to avoid numerical singularities. Most often this is accomplished by using boundary conditions or by attaching the reference node to an element such as a beam or shell that will provide rotational stiffness to the unconstrained rotation degrees of freedom.In Abaqus/Explicit releasing one or more of the moment constraints may lead to significant computational performance degradation. This is also the case when other constraints intersect the cloud of coupling nodes. In these cases, the degradation in performance is particularly noticeable when a large number of such distributed couplings are present in the model or when the size of the constrained “cloud” is large. For that matter, when the modeling conditions mentioned above are encountered, the size of the coupling nodes cloud is limited to 1000. To alleviate the released moment constraint issue,the following modeling technique can be used (also available in Abaqus/Standard): constrain all moments in the distributed coupling and use an appropriate connector element at the reference node (such as REVOLUTE, HINGE, CARDAN or BUSHING) to model released moments at the coupling's reference node. This technique has also the advantage of being able to specify finite compliance such as elasticity, plasticity or damage in the “released” rotational component.Input FileUsage:*DISTRIBUTINGfirst dof , last dof If no degrees of freedom are specified, all available degrees of freedom are coupled. If you specify one or morerotation degrees of freedom but not all available translation degrees of freedom, Abaqus issues a warning message and adds all available translation degrees of freedom to the constraint.For example, the following coupling constraint is used to constrain degrees of freedom 1–5 on the reference node1000 to the average translation and rotation of surface surfA :*COUPLING , CONSTRAINT NAME=C1, REF NODE=1000, SURFACE=surfA *DISTRIBUTING1, 5In this example the moment constraint between the reference node and the coupling nodes will be released in the 6-direction but will be enforced in the 4- and 5-directions. This provides a “revolute-like” rotation connection between the reference node and the coupling nodes (see “General multi-point constraints,” Section 31.2.2).Abaqus/CAE Usage:Interaction module: Create Constraint : Coupling : Coupling type : Distributing : toggle on the rotational degrees of freedom (Abaqus/CAE automatically constrains the translational degrees of freedom)Node-based surfaceUser-defined weight factors are used for node-based surfaces. The cross-sectional areas specified in the surface definition are used as the weight factors (see “Node-based surface definition,” Section 2.3.3).Element-based surfaceFor element-based surfaces the weight factors are calculated by Abaqus. The default weight distribution is based on the tributary surface area at each coupling node, except for a surface along a shell edge where the weight distribution is based on the tributary edge length. The procedure used to calculate the default weight factors is designed to ensure that if a radius of influence is prescribed, the default weight distribution varies smoothly with the influence radius.Calculating the default distributing weight factors The procedure to calculate the distributing weight factors depends on whether or not an influence radius is specified.If no influence radius is specified, the entire surface is used in the coupling definition. In this case all nodes located on the surface are included in the coupling definition and the distributing weight factor at each coupling node is equal to the tributary surface area.If an influence radius is specified, the default distributing weight factors at the coupling nodes are calculated as follows:1. A “participation factor” is calculated for each surface facet. The participation factor is defined below.2. The tributary nodal area (or tributary edge length along a shell edge) at each facet node is computed and ismultiplied by the facet participation factor.3. The coupling node distributing weight factor is computed as the sum of the corresponding facet nodal areas(calculated above) for all joining facets.Calculating the facet participation factorThe participation factor defines the proportion of the facet's area that contributes to the distributing weight factors when an influence radius is specified. The participation factor varies between zero and one.To define the participation factor, the distance of the facet node closest to the reference node, , and the distance of the facet node farthest from the reference node, , are calculated.If , where is the influence radius, all facet nodes lie within the influence region; and a participation factor of one is used.If , none of the facet nodes lie within the influence region; and the participation factor is set to zero.If , the facet is partially inscribed in the influence region; and the facet is assigned a participation factor equal to .If all coupling nodes fall outside the influence radius (i.e., for all facets), Abaqus selects all nodes belonging to the closest facets (as outlined under “Specifying a region of influence”) and uses a participation factor equal to one.Weighting methodsYou can modify the default weight distribution defined above. Various weighting methods are provided that monotonically decrease with radial distance from the reference node. For each case the default weight distribution that is based on the tributary surface area (or tributary edge length along a shell edge) is scaled by the weight factor . If the weighting method is not specified, a uniform weighting method is used in which all weight factors are equal to 1.0.Linearly decreasing weight distributionA linearly decreasing weighting schemewhere is the weight factor at coupling node i, is the coupling node radial distance from the reference node, and is the distance to the furthest coupling node.Input File Usage:*DISTRIBUTING, WEIGHTING METHOD=LINEARAbaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Coupling type: Distributing: Weighting method: LinearQuadratic polynomial weight distributionA quadratic polynomial weight distribution defined byInput File Usage:*DISTRIBUTING, WEIGHTING METHOD=QUADRATICAbaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Coupling type: Distributing: Weighting method: QuadraticMonotonically decreasing weight distributionA monotonically decreasing weight distribution according to the cubic polynomial Input File Usage:*DISTRIBUTING, WEIGHTING METHOD=CUBICAbaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Coupling type: Distributing: Weighting method: CubicSpecifying a local coordinate systemThe distributing coupling constraint can be specified with respect to a local coordinate system instead of the global coordinate system (see “Orientations,” Section 2.2.5). Figure 31.3.2–2 illustrates the use of a local coordinate system to release the moment constraints between the reference node and the coupling nodes in the local 4- and 6-directions, providing a “universal-like” rotation connection. In this example a local rectangular coordinate system is defined that has its local y-axis coincident with the global z-axis. The moment constraint is specified in this local coordinate system.Input FileUsage:*COUPLING, ORIENTATION=localFor example, the following input is used to specify the distributing coupling constraint shown in Figure31.3.2–2:*ORIENTATION, SYSTEM=RECTANGULAR, NAME=COUPLEAXIS0.0, 1.0, 0.0, 0.0, 0.0, 1.0*COUPLING, REF NODE=500, SURFACE=Endcap,ORIENTATION=COUPLEAXIS*DISTRIBUTING1, 35, 5Abaqus/CAE Usage:Interaction module: Create Constraint: Coupling: Edit: select local coordinate systemDefining the surface coupling methodThere are two methods available to couple the motion of the reference node to the average motion of the coupling nodes: the continuum coupling method and the structural coupling method. The continuum coupling method is used by default. Continuum coupling methodThe default continuum coupling method couples the translation and rotation of the reference node to the average translation of the coupling nodes. The constraint distributes the forces and moments at the reference node as a coupling nodes force distribution only. No moments are distributed at the coupling nodes. The force distribution is equivalent to the classic bolt pattern force distribution when the weight factors are interpreted as bolt cross-section areas. The constraint enforces a rigid beam connection between the attachment point and a point located at the weighted center of position of the coupling nodes. For further details, see “Distributing coupling elements,” Section 3.9.8 of the Abaqus Theory Manual.Input File Usage:*DISTRIBUTING , COUPLING=CONTINUUMAbaqus/CAE Usage:Coupling the motion of the reference node to the average motion of the coupling nodes is not supported in Abaqus/CAE.Structural coupling methodThe structural coupling method couples the translation and rotation of the reference node to the translation and the rotation motion of the coupling nodes. The method is particularly suited for bending-like applications of shells when the coupling constraint spans small patches of nodes and the reference node is chosen to be on or very close to the constrained surface. The constraint distributes forces and moments at the reference node as a coupling node-force and moment distribution. For this coupling method to be active, all rotation degrees of freedom at all coupling nodes must be active (as would be the case when the constraint is applied to a shell surface) and the constraints must be specified in all degrees of freedom (default). In addition, for the constraint to be meaningful, the local (or global) z-axis used in the constraint should be such that it is parallel to the average normal direction of the constrained surface.With respect to translations, the constraint enforces a rigid beam connection between the reference node and a moving point that remains at all times in the vicinity of the constrained surface. The location of this moving point is determined by the approximate current curvature of the surface, the current location of the weighted center of position of the coupling nodes (see “Distributing coupling elements,” Section 3.9.8 of the Abaqus Theory Manual), and the z-axis used in the constraint. This choice avoids unrealistic contact interactions if multiple pairs of distributed coupling constraints are used to fasten shell surfaces (see “Breakable bonds,” Section 33.1.9, for more details).With respect to rotations, the constraint is different along different local directions. Along the z-axis (twist direction), the constraint is identical to the one enforced via the continuum coupling method (see “Distributing coupling elements,” Section 3.9.8 of the Abaqus Theory Manual). By contrast, the rotational constraint in the plane perpendicular to the z-axis relates the in-plane reference node rotations to the in-plane rotations of the coupling nodes in the immediate vicinity of the reference node. This choice provides a more realistic (compliant) response when the constrained surface is small and deforms primarily in a bending mode.Input File Usage:*DISTRIBUTING, COUPLING=STRUCTURALAbaqus/CAE Usage:Coupling the motion of the reference node to the average motion of the coupling nodes is not supported in Abaqus/CAE.Moment release and finite rotationIn geometrically nonlinear analysis steps the coordinate system of the degrees of freedom that define the moment releaserotates with the reference node regardless of whether the global coordinate system or a local coordinate system is used. Colinear coupling node arrangementsThe distributing coupling constraint transmits moments at the reference node as a force distribution among the coupling nodes, even if these nodes have rotational degrees of freedom. Thus, when the coupling node arrangement is colinear, the constraint is not capable of transmitting all components of a moment at the reference node. Specifically, the moment component that is parallel to the colinear coupling node arrangement will not be transmitted. When this case arises, a warning message is issued that identifies the axis about which the element will not transmit a moment.LimitationsA distributing coupling constraint cannot be used with axisymmetric elements with asymmetric deformation. Thiselement type is not compatible with the distributing coupling constraint.A distributing coupling definition with a large number of coupling nodes produces a large wavefront inAbaqus/Standard. This may result in significant memory usage and a long solution time to solve the finite element equilibrium equations.A distributing coupling constraint cannot involve more than 46,000 degrees of freedom in Abaqus/Standard, whichimplies an upper limit of 23,000 nodes per constraint for two-dimensional and axisymmetric cases and an upper limit of 15,333 nodes per constraint for three-dimensional cases.。

联轴器英语词汇和句子(中英对照)

联轴器英语词汇和句子(中英对照)

联轴器英语词汇和句子(中英对照)一、联轴器术语coupling 联轴器rigid coupling 刚性联轴器solid coupling 刚性联轴器muff coupling 套筒联轴器fast coupling 刚性联轴器nonrigid coupling 非刚性联轴器fixed rigid coupling 固定式刚性联轴器butt-muff coupling刚性联轴器,套筒联轴器spring coupling 弹性联轴器flexible coupling 挠性联轴器elastic coupling 弹性联轴器gear type flexible coupling 齿式挠性联轴器semi-flexible coupling 半挠性联轴器flexible link coupling 挠性杆联轴器fine-tooth flexible coupling 细牙挠性联轴器pin type flexible coupling 销钉式挠性联轴器double-claw flexible coupling 双爪式挠性联轴器flange coupling 凸缘联轴器flanged coupling 凸缘联轴器double slider coupling 十字滑块联轴器Oldham coupling十字滑块联轴器universal coupling万向联轴器slipper type universal coupling 滑块式万向联轴器crosshead coupling 滑块联轴器chain coupling 链式联轴器roller chain coupling 滚子链联轴器membrane coupling 膜片联轴器laminated membrane coupling 金属膜片联轴器sleeve coupling 套筒联轴器clamping coupling 夹壳联轴器二、联轴器术语1. The coupling shall be rated using a service factor of 1.75.联轴器应采用1.75的“运行系数”来定额定值。

coupling的用法

coupling的用法

coupling的用法
"coupling" 是一个名词,表示两个或多个事物之间的相互关联、联系或耦合。

它可以用于描述不同领域和概念中的相互关系。

以下是 "coupling" 的几种常见用法:
1.物理学中的耦合:
o Magnetic coupling(磁耦合)
o Energy coupling(能量耦合)
2.工程学中的耦合:
o Mechanical coupling(机械耦合)
o Thermal coupling(热耦合)
3.计算机科学中的耦合:
o Data coupling(数据耦合)
o Functional coupling(功能耦合)
4.社会学和心理学中的耦合:
o Social coupling(社会耦合)
o Emotional coupling(情感耦合)
此外,"coupling" 还可以在其他专业领域中有特殊用法,如化学、系统论等。

具体用法可能因上下文和领域而有所不同。

需要注意的是,"coupling" 一词通常用来表示事物之间的相互关联和交互性。

它可以指物理上的连接或依赖关系,也可以指概念上的共同作用或相互影响。

偶联 coupling

偶联 coupling

偶联coupling一个化学反应发生时其它反应以化学计量学的关系相伴进行的现象。

主要用于如下三种情形:[1]氧化与还原的偶联。

电子供体AH2在氧化成A时,电子受体B必须还原成BH2,此时称这二个反应为偶联。

例如在醇发酵中3-磷酸甘油醛的脱氢与乙醛的还原以NAD+为媒介由二个脱氢酶的作用相偶联。

[2]氧化还原反应或分解反应与磷酸化反应相偶联。

在生物体内酶反应中可看到放能反应的进行与由ADP和正磷酸生成ATP(吸能反应)相偶联。

这是由一个酶直接作用,或由二种以上的酶作用经由中间物的生成而进行的,这样的偶联因为直接把反应的自由能以高能磷酸键的形式贮存,所以是重要的。

还有与逆反应的偶联,即与ATP的分解相偶联,发生吸能的合成和氧化还原反应,或肌肉收缩、主动运输等。

偶联反应偶联反应(英文:Coupling reaction),也作偶连反应、耦联反应、氧化偶联,是由两个有机化学单位(moiety)进行某种化学反应而得到一个有机分子的过程.这里的化学反应包括格氏试剂与亲电体的反应(Grinard),锂试剂与亲电体的反应,芳环上的亲电和亲核反应(Diazo, Addition-Elimination),还有钠存在下的Wutz反应,由于偶联反应 (Coupling Reaction)含义太宽,一般前面应该加定语.而且这是一个比较非专业化的名词. 狭义的偶联反应是涉及有机金属催化剂的碳-碳键生成反应,根据类型的不同,又可分为交叉偶联和自身偶联反应。

进行偶联反应时,介质的酸碱性是很重要的。

一般重氮盐与酚类的偶联反应,是在弱碱性介质中进行的。

在此条件下,酚形成苯氧负离子,使芳环电子云密度增加,有利于偶联反应的进行。

重氮盐与芳胺的偶联反应,是在中性或弱酸性介质中进行的。

在此条件下,芳胺以游离胺形式存在,使芳环电子云密度增加,有利于偶联反应进行。

如果溶液酸性过强,胺变成了铵盐,使芳环电子云密度降低,不利于偶联反应,如果从重氮盐的性质来看,强碱性介质会使重氮盐转变成不能进行偶联反应的其它化合物。

coupling

coupling

coupling英[ˈkʌplɪŋ] 美[ˈkʌplɪŋ]n. 联轴器;(连接车辆的)车钩;(两种不同的事物/想法或活动的)连接/结合【通信】耦合;【医学】偶联;【医学】联律v. 连接(couple的现在分词);1. 名词—联轴器;(连接车辆的)车钩A coupling is a device which is used to join two vehicles or pieces of equipment together.英[ˈtreɪlə(r)] 美[ˈtrelɚ]n. 拖车/挂车;<美>拖车式活动房屋;(电视节目的)预告片;v. 用拖车载运;2. 名词—(两种不同的事物/想法或活动的)连接/结合When two different things, ideas, or activities are combined, or when two people work together, you can refer to this combination as a coupling.英[ʃef] 美[ʃɛf]考研| TOEFL | GREn. 厨师;尤指主厨英[kənˈkɒkt] 美[kənˈkɑkt]IELTS | GREvt. 调制/配制(尤指食物或饮料);捏造/编造(故事/借口等)英[ˈsenʃuəl] 美[ˈsɛnʃuəl]GREadj. ;愉悦感官的;肉欲的;喜欢感官享受的;耽于肉欲的;英[ˈlɒbstə(r)] 美[ˈlɑbstə(r)]TOEFLn. 龙虾;龙虾肉;英[əˈspærəgəs] 美[əˈspærəɡəs]GREn. 芦笋;英[ʌnˈi:zi] 美[ʌnˈizi]CET4 | CET6 | 考研| IELTSadj. 焦虑不安的/不自在的;(局势或关系)不稳定的/动荡的;英[spɔ:n] 美[spɔn]TOEFL | GREv. (鱼、蛙等)产(卵);产生/引起/导致;n. (鱼、蛙等)卵;英[reɪˈʒi:m] 美[reˈʒim, rɪ-]CET6 | 考研| IELTS | TOEFL | GREn. (尤指未通过公正选举的)政权/政体;(机构/公司等的)组织方法/管理体制;[医]养生法;3. 行业术语:【通信】耦合两个电路或器件的接合或连锁。

管道零件英文缩写

管道零件英文缩写

1 管子及管件1.1P 管子Pipe钢管的厚度在10mm以上的都称之为厚壁埋弧焊管埋弧焊的英文标识为SAW,直缝埋弧焊钢管的简称为LSAW,螺旋埋弧焊钢管为SSAWLSAW 钢管Longitudinally Submerged Arc Welding Steel Pipe 直缝双面埋弧焊钢管,它是利用埋弧焊技术生产的直缝钢管。

SAW钢管全称Submerged Arc Welding Steel Pipe 埋弧焊钢管螺旋缝埋弧焊钢管1.2 EL 弯头Elbow1.2.1 ELL 长半径弯头Long radius elbow1.2.2 ELS 短半径弯头Short radius elbow1.2.3 MEL 斜接弯头〔虾米腰弯头〕Mitre elbow1.2.4 REL 异径弯头Reducing elbow1.3 T 三通Tee1.3.1 LT 斜三通Lateral tee1.3.2 RT 异径三通Reducing tee1.4 R 异径管接头〔大小头〕Reducer1.4.1 CR 同心异径管接头〔同心大小头〕Concentric reducer 1.4.2 ER 偏心异径管接头〔偏心大小头〕Eccentric reducer 1.5 CPL 管箍Coupling1.5.1 FCPL 双头管箍Full coupling1.5.2 HCPL 单头管箍Half coupling1.5.3 RCPL 异径管箍Reducing coupling1.6 BU 内外螺纹接头Bushing1.7 UN 活接头Union1.8 HC 软管接头Hose coupler1.9 SE 翻边短节Stub end1.10 NIP 短节Pipe nipple or straight nipple1.10.1 SNIP 异径短节Swaged nipple1.11 CP 管帽〔封头〕Cap1.12 PL 管堵〔丝堵〕Plug1.13 BLK 盲板Blank1.13.1 SB 8字盲板Spectacle blind (blank)1.14 RP 补强板Reinforcing pad支管台〔或称加强管接头OLET加强管接头(OLET)的选用:当支管直径50≤DN≤200,选用不到标准三通时,应采用加强管接头连接。

COUPLING

COUPLING

专利名称:COUPLING发明人:VOGEL, HERIBERT 申请号:EP02719961.1申请日:20020228公开号:EP1365847A2公开日:20031203专利内容由知识产权出版社提供摘要:The invention relates to a coupling, particularly for connecting a rotor (221) of an ultralight model helicopter to a drive motor. Said coupling comprises a first drive element (202), which can be set in rotation by a drive motor (214) and comprising at least one drive shaft (204), to which a driving torque supplied by the drive motor (214) can be at least partially transmitted. The invention provides that: a) a torque transmission to the at least one drive shaft (204) is effected via a running wheel (206); b) an actuating device (207, 209) exerts a variable force (F) onto the running wheel (206) in order to press the running wheel (206), if necessary, against the first drive element (202), and; c) the force (F) is varied using a magnetic field, which can be influenced by the electrical control of at least one coil (205) that is a component of the actuating device (205, 209).申请人:VOGEL, HERIBERT地址:Mozartstr. 1/1 71711 Steinheim DE国籍:DE代理机构:Schurack, Eduard F.更多信息请下载全文后查看。

耦合度名词解释

耦合度名词解释

耦合度名词解释耦合度名词解释:【题目】:[名词解释]耦合度(coupling)。

【答案解析】:指各模块间的联系方式和相互影响的程度,用于衡量模块的独立程度。

扩展资料:什么叫耦合度,什么叫做耦合度?1、耦合是模块之间关联程度的度量。

2、耦合强度取决于模块间接口的复杂性、模块的调用方式以及通过接口传输的数据量。

3、模块之间的耦合度是指模块之间的依赖关系,包括控制关系、调用关系和数据传输关系。

4、模块之间的连接越多,耦合性越强,独立性越差。

5、降低模块之间的耦合度,可以减少模块之间的影响,防止某个模块的修改带来的“牵一发而动全身”的水波效应,保证系统设计的顺利进行。

6、这是在软件设计中。

耦合度就好比两个人的对对方的需求程度。

如果两个人相互需求很高的话,这两个人就很难离开彼此。

独立性差。

即耦合度高。

两个人都能独立工作,对对方的需求比较低,不需要对方的帮助也可以完成工作。

关联度比较低,耦合度低。

更简单说的说就是,相互之间的联系是否紧密。

联系紧密:耦合度强,独立性差。

联系少:耦合度低。

耦合性:耦合性(英语:Coupling,dependency,或称耦合力或耦合度)是一种软件度量,是指一程序中,模块及模块之间信息或参数依赖的程度。

内聚性是一个和耦合性相对的概念,一般而言低耦合性代表高内聚性,反之亦然。

耦合性和内聚性都是由提出结构化设计概念的赖瑞·康斯坦丁所提出。

低耦合性是结构良好程序的特性,低耦合性程序的可读性及可维护性会比较好。

计算机中的耦合度是指:处理器之间连接的紧密程度、处理器之间的距离和互连信号线的数量可以表示计算机网络和多计算机系统的耦合度存在显著差异:多计算机系统是紧耦合系统,计算机网络属于松耦合系统。

在软件设计中,耦合度和内聚度通常被用作衡量模块独立性的标准。

模块划分的一个标准是高内聚、低耦合。

耦合度是模块之间相关程度的度量。

耦合强度取决于模块间接口的复杂程度、调用模块的方式以及通过接口传输的数据量。

Coupling

Coupling

专利名称:Coupling发明人:Keith G. M. Hollands 申请号:US08/631459申请日:19960412公开号:US05662628A公开日:19970902专利内容由知识产权出版社提供摘要:A coupling, which may be an ostomy coupling but could be any kind of tube or pipe coupling, includes a first coupling member 10 and a second coupling member 30 which are mutually interengageable and which surround an orifice 70. The coupling also includes a resilient split ring 50 which encircles the two coupling members and has a handle member 51 which can be manipulated to cause the split ring to be deformed. This causes the radially-inwardly extending tabs 52 on the ring to be shifted between respective first positions in which the split ring is undeformed and the tabs lock the two coupling members together and respective second positions in which the split ring is deformed in such a way as to shift the tabs radially outwardly to positions where they permit separation of the two coupling members.The split ring is desirably made of a relatively rigid but springy plastics material, for example an acetal resin. The tabs carried by it are provided with curved or angled ramp surfaces which, when the ring is deformed by a force tending to rotate it relative to the coupling members, cause the tabs to be withdrawn from slots in one of the coupling members so permitting the two coupling members to be separated.申请人:E. R. SQUIBB & SONS, INC.代理人:Stuart E. Krieger 更多信息请下载全文后查看。

COUPLING

COUPLING

专利名称:COUPLING发明人:HAFNER, FRANZ,GUTEKUNST,JUERGEN,SCHUFFENHAUER,ANDREAS,JUNGHANS, FRIEDEMANN 申请号:EP2004012183申请日:20041028公开号:WO2005050791A3公开日:20090312专利内容由知识产权出版社提供摘要:The invention relates to a coupling consisting of a first coupling element, a second coupling element, and an associated (first and second) tubular coupling housing element into which a (first and second) contact carrier comprising a plug contact or socket contact can be inserted. According to the invention, the first contact carrier extends into a sleeve for receiving the second contact carrier. The sleeve comprises a collar on the end thereof, and externally carries a compressible body that is applied to the collar. The first contact carrier comprises at least one catch recess on the outer circumference thereof, and the first coupling housing element comprises at least one catch to be received in the catch recess. A pressure ring is arranged on the first contact carrier in a sliding manner, said pressure ring being connected to the body and extending to the catch. A retaining ring holding the catch in the catch recess is arranged on the first coupling housing element in a sliding manner. A cylindrical cavity for receiving the sleeve, the body and the pressure ring is provided between the second contact carrier and the second coupling housing element.申请人:MURR-ELEKTRONIK GESELLSCHAFT MIT BESCHRAENKTER HAFTUNG,HAFNER,FRANZ,GUTEKUNST, JUERGEN,SCHUFFENHAUER, ANDREAS,JUNGHANS, FRIEDEMANN 更多信息请下载全文后查看。

电感耦合名词解释

电感耦合名词解释

电感耦合名词解释
电感耦合(Inductive Coupling)是一种常见的电磁耦合方式,通过电感作用实现两个电路之间的能量传递。

它通常由两个线圈组成,一个被称为传输线圈,另一个被称为接收线圈。

当传输线圈中有交变电流时,它将产生一个变化的磁场,这个磁场会穿透接收线圈,导致接收线圈中也有电流产生。

电感耦合通常用于无线通信和电力传输中。

在无线通信中,电感耦合被广泛应用于近场通信和无线充电。

在电力传输中,电感耦合被用于无线电力传输系统中。

电感耦合有很多优点,例如传输效率高、可靠性高和安全性好。

它可以在不接触的情况下传输能量,无需使用传统的导线和插头。

但是,它也存在一些缺点,例如传输距离有限、信号受干扰和过载等问题。

总之,电感耦合是一种重要的电磁耦合方式,它可以在无接触的情况下实现电能或信号的传递,广泛应用于无线通信和电力传输领域。

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Bianca ZadroznyDepartment of Computer Science and EngineeringUniversity of California,San DiegoLa Jolla,CA92093-0114zadrozny@AbstractThis paper presents a method for obtaining class membership probabilityestimates for multiclass classification problems by coupling the probabil-ity estimates produced by binary classifiers.This is an extension for arbi-trary code matrices of a method due to Hastie and Tibshirani for pairwisecoupling of probability estimates.Experimental results with BoostedNaive Bayes show that our method produces calibrated class member-ship probability estimates,while having similar classification accuracyas loss-based decoding,a method for obtaining the most likely class thatdoes not generate probability estimates.1IntroductionThe two most well-known approaches for reducing a multiclass classification problem to a set of binary classification problems are known as one-against-all and all-pairs.In the one-against-all approach,we train a classifier for each of the classes using as positive ex-amples the training examples that belong to that class,and as negatives all the other training examples.In the all-pairs approach,we train a classifier for each possible pair of classes ignoring the examples that do not belong to the classes in question.Although these two approaches are the most obvious,Allwein et al.[Allwein et al.,2000] have shown that there are many other ways in which a multiclass problem can be decom-posed into a number of binary classification problems.We can represent each such decom-position by a code matrix M101k l,where k is the number of classes and l is the number of binary classification problems.If M c b1then the examples belong-ing to class c are considered to be positive examples for the binary classification problem b.Similarly,if M c b1the examples belonging to c are considered to be negative examples for b.Finally,if M c b0the examples belonging to c are not used in training a classifier for b.For example,in the3-class case,the all-pairs code matrix isc1101c3This approach for representing the decomposition of a multiclass problem into binary prob-lems is a generalization of the Error-Correcting Output Codes(ECOC)scheme proposed by Dietterich and Bakiri[Dietterich and Bakiri,1995].The ECOC scheme does not allow zeros in the code matrix,meaning that all examples are used in each binary classification problem.Orthogonal to the problem of choosing a code matrix for reducing multiclass to binary is the problem of classifying an example given the labels assigned by each binary classifier. Given an example x,Allwein et al.[Allwein et al.,2000]first create a vector v of length l containing the-1,+1labels assigned to x by each binary classifier.Then,they compute the Hamming distance between v and each row of M,andfind the row c that is closest to v according to this metric.The label c is then assigned to x.This method is called Hamming decoding.For the case in which the binary classifiers output a score whose magnitude is a mea-sure of confidence in the prediction,they use a loss-based decoding approach that takes into account the scores to calculate the distance between v and each row of M,instead of using the Hamming distance.This method is called loss-based decoding.Allwein et al.[Allwein et al.,2000]present theoretical and experimental results indicating that this method is better than Hamming decoding.However,both of these methods simply assign a class label to each example.They do not output class membership probability estimatesˆP C c X x for an example x.These probability estimates are important when the classification outputs are not used in isolation and must be combined with other sources of information,such as misclassification costs [Zadrozny and Elkan,2001a]or the outputs of another classifier.Given a code matrix M and a binary classification learning algorithm that outputs probabil-ity estimates,we would like to couple the estimates given by each binary classifier in order to obtain class probability membership estimates for the multiclass problem.Hastie and Tibshirani[Hastie and Tibshirani,1998]describe a solution for obtaining prob-ability estimatesˆP C c X x in the all-pairs case by coupling the pairwise probability estimates,which we describe in Section2.In Section3,we extend the method to arbitrary code matrices.In Section4we discuss the loss-based decoding approach in more detail and compare it mathematically to the method by Hastie and Tibshirani.In Section5we present experimental results.2Coupling pairwise probability estimatesWe are given pairwise probability estimates r i j x for every class i j,obtained by training a classifier using the examples belonging to class i as positives and the examples belonging to class j as negatives.We would like to couple these estimates to obtain a set of class membership probabilities p i x P C c i X x for each example x.The r i j are related to the p i according top i xr i j x P C i C i C j X xˆr i j x for each x,given byl x∑i j n i j r i j x logr i j x1ˆr i j xThe algorithm is as follows:1.Start with some guess for theˆp i x and correspondingˆr i j x.2.Repeat until convergence:(a)For each i12kˆp i xˆp i x∑j i n i j r i j x∑c I J p c xwhere I and J are the set of classes for which M b1and M b1,respectively. We would like to obtain a set of class membership probabilities p i x for each example x compatible with the r b x and subject to∑i p i x 1.In this case,the number of free parameters is k1and the number of constraints is l1,where l is the number of columns of the code matrix.Since for most code matrices l is greater than k1,in general there is no exact solution to this problem.For this reason,we propose an algorithm analogous to the Hastie-Tibshirani method presented in the previous section tofind the best approximate probability estimates ˆp i(x)such thatˆr b x∑c Iˆp c x(a)For each i12k∑b s t M i b1n b r b x∑b s t M i b1n b1r b x ˆp i xˆp i xDataset#Test Examples#Classes443536749416307352∑b B ca rb x12B c B cFor the all-pairs code matrix the following relationship holds:12B c B c B c k12,where k is the number of classes.So,the distance d x c isd x c a∑b Bc r b x∑b B cr b x B c k12It is now easy to see that the class c x which minimizes d x c for example x,also max-imizes˜p c x.Furthermore,if d x i d x j then p x i p x j,which means that the ranking of the classes for each example is the same.Since the non-iterative estimates˜p c x are in the same order as the iterative estimatesˆp c x, we can conclude that the Hastie-Tibshirani method is equivalent to the loss-based decoding method if L y ay,in terms of class prediction,for the all-pairs code matrix.Method MSE Loss-based(L y y)-Loss-based(L y e y)-Hastie-Tibshirani(non-iterative)0.0999 Hastie-Tibshirani(iterative)0.0395One-against-all0.1445One-against-all0.1425One-against-all0.1445One-against-all0.1670Loss-based(L y y)-Loss-based(L y e y)-Extended Hastie-Tibshirani(non-iterative)0.1085 Extended Hastie-Tibshirani(iterative)0.0340-0.2040IterationM S EFigure 1:Convergence of the MSE for the satimage dataset.soybeanCode MatrixError RateMSELoss-based (L yy )-0.0665All-pairs 0.0715-Hastie-Tibshirani (non-iterative)0.07470.0665All-pairs 0.07180.0066One-against-all 0.0963-Loss-based (L yey )-0.0931One-against-all0.09630.0493Ext.Hastie-Tibshirani (it.)0.01600.0931Loss-based (L y y )-0.0718Sparse0.1266-Ext.Hastie-Tibshirani (non-it.)0.07890.0798Sparse0.12610.0062-0.27790.0996Table 3:Test set results on the pendigits and soybean datasets.6ConclusionsWe have presented a method for producing class membership probability estimates for multiclass problems,given probability estimates for a series of binary problems determined by an arbitrary code matrix.Since research in designing optimal code matrices is still on-going [Utschick and Weichselberger,2001][Crammer and Singer,2000],it is important to be able to obtain class membership probability estimates from arbitrary code matrices.In current research,the effectiveness of a code matrix is determined primarily by the classification accuracy.However,since many applications require accurate class mem-bership probability estimates for each of the classes,it is important to also compare the different types of code matrices according to their ability of producing such estimates.Our extension of Hastie and Tibshirani’s method is useful for this purpose.Our method relies on the probability estimates given by the binary classifiers to produce the multiclass probability estimates.However,the probability estimates produced by BoostedNaive Bayes are not calibrated probability estimates.An interesting direction for future work is in determining whether the calibration of the probability estimates given by the binary classifiers improves the calibration of the multiclass probabilities. 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[Utschick and Weichselberger,2001]Utschick,W.and Weichselberger,W.(2001).Stochastic orga-nization of output codes in multiclass learning problems.Neural Computation,13(5):1065–1102. [Zadrozny and Elkan,2001a]Zadrozny,B.and Elkan,C.(2001a).Learning and making decisions when costs and probabilities are both unknown.In Proceedings of the Seventh International Conference on Knowledge Discovery and Data Mining,pages204–213.ACM Press. [Zadrozny and Elkan,2001b]Zadrozny,B.and Elkan,C.(2001b).Obtaining calibrated probability estimates from decision trees and naive bayesian classifiers.In Proceedings of the Eighteenth International Conference on Machine Learning,pages609–616.Morgan Kaufmann Publishers, Inc.。

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