opensees中桥梁支座模拟

opensees中桥梁支座模拟方法介绍

1、opensees中最简单的支座模拟时用0长度单元模拟支座，6个方向分别取不同的刚度值。

2、Elastomeric Bearing Element(弹性支座)

可模拟支座的屈服后刚度。

This command is used to construct an elastomericBearing element object, which is defined by two nodes. The element can have zero length or the appropriate bearing height. The bearing has unidirectional (2D) or coupled (3D) plasticity properties for the shear deformations, and force-deformation behaviors defined by UniaxialMaterials in the remaining two (2D) or four (3D) directions. By default (sDratio = 0.5) P-Delta moments are equally distributed to the two end-nodes. To avoid the introduction of artificial viscous damping in the isolation system (sometimes referred to as "damping leakage in the isolation system"), the bearing element does not contribute to the Rayleigh damping by default. If the element has non-zero length, the local x-axis is determined from the nodal geometry unless the optional x-axis vector is specified in which case the nodal geometry is ignored and the user-defined orientation is utilized.

For a two-dimensional problem:

For a three-dimensional problem:

$eleTag

$kInit

$fy

$alpha

-P $matTag unique element object tag initial elastic stiffness in local shear direction 初始水平剪切刚度 yield strength 屈服力 post yield stiffness ratio 屈服系数 tag associated with previously-defined UniaxialMaterial in axial direction

tag associated with previously-defined UniaxialMaterial in moment direction around

local y-axis

tag associated with previously-defined UniaxialMaterial in moment direction around

local z-axis

vector components in global coordinates defining local x-axis (optional)

vector components in global coordinates defining local y-axis (optional)

shear distance from iNode as a fraction of the element length (optional, default = 0.5)

to include Rayleigh damping from the bearing (optional, default = no Rayleigh

damping contribution)

element mass (optional, default = 0.0) end nodes $iNode $jNode -T $matTag tag associated with previously-defined UniaxialMaterial in torsional direction -My $matTag -Mz $matTag $x1 $x2 $x3 $y1 $y2 $y3 $sDratio -doRayleigh $m

opensees中桥梁支座模拟方法介绍

NOTE:

1) If the element has zero length and optional orientation vectors are not specified, the local element axes coincide with the global axes. Otherwise the local z-axis is defined by the cross product between the x- and y-vectors specified on the command line.

2) Elastomeric bearings are very stiff in compression, but not rigid. It is not a good idea to specify an extremely large axial stiffness (such as 1E10), because it can lead to problems with numerical

sensitivity. Always specify a realistic value for the stiffness of the material that is assigned along the axial direction.

3) The valid queries to an elastomeric bearing element when creating an ElementRecorder object are 'force,' 'localForce,' 'basicForce,' 'localDisplacement,' 'basicDisplacement' and 'material $matNum matArg1 matArg2 ...' Where $matNum is the number associated with the material whose data is to be output.

EXAMPLES:

element elastomericBearing 1 1 2 20.0 2.50 0.02 -P 1 -Mz 2; # for a 2D elastomeric bearing

element elastomericBearing 1 1 2 20 2.50 0.02 -P 1 -T 2 -My 3 -Mz 4; # for a 3D elastomeric bearing

opensees中桥梁支座模拟方法介绍

3、Flat Slider Bearing Element

可模拟四氟乙烯滑板支座以及板式支座的滑动现象。(并不用直接定义屈服力,通过摩擦系数及支座反力算得屈服力)

This command is used to construct a flatSliderBearing element object, which is defined by two nodes. The iNode represents the flat sliding surface and the jNode represents the slider. The element can have zero length or the appropriate bearing height. The bearing has unidirectional (2D) or coupled (3D) friction properties for the shear deformations, and force-deformation behaviors defined by UniaxialMaterials in the remaining two (2D) or four (3D) directions. To capture the uplift behavior of the bearing, the user-specified UniaxialMaterial in the axial direction is modified for no-tension behavior. By default (sDratio = 0.0) P-Delta moments are entirely transferred to the flat sliding surface (iNode). It is important to note that rotations of the flat sliding surface (rotations at the iNode) affect the shear behavior of the bearing. To avoid the introduction of artificial viscous damping in the isolation system (sometimes referred to as "damping leakage in the isolation system"), the bearing element does not contribute to the Rayleigh damping by default. If the element has non-zero length, the local x-axis is determined from the nodal geometry unless the optional x-axis vector is specified in which case the nodal geometry is ignored and the user-defined orientation is utilized.

For a three-dimensional problem:

unique element object tag $eleTag $iNode $jNode end nodes

$frnMdlTag tag associated with previously-defined (用于定义摩擦系数) $kInit initial elastic stiffness in local shear direction 初始水平刚度

-P $matTag tag associated with previously-defined UniaxialMaterial in axial direction -T $matTag tag associated with previously-defined UniaxialMaterial in torsional direction

tag associated with previously-defined UniaxialMaterial in moment direction -My $matTag around local y-axis

tag associated with previously-defined UniaxialMaterial in moment direction -Mz $matTag around local z-axis

$x1 $x2 $x3 vector components in global coordinates defining local x-axis (optional) $y1 $y2 $y3 vector components in global coordinates defining local y-axis (optional)

shear distance from iNode as a fraction of the element length (optional, default = $s …… 此处隐藏：5261字，全部文档内容请下载后查看。喜欢就下载吧 ……