1) box girder spatial computation
箱梁空间计算
2) spacil thin-walled box beam
空间薄壁箱梁
1.
A spacil thin-walled box beam element considering restrained torsion was used for live-load loading calculation of long span continuous rigid frames.
采用一种考虑约束扭转的空间薄壁箱梁单元 ,对大跨度连续刚构桥进行汽车活载加载计算。
3) spatial computation
空间计算
1.
A curved plate beam element method of spatial computation for thin walled curved box girder;
薄壁曲线箱梁空间计算的曲板板梁单元法
2.
The paper analyzes the design of the fish-belly box beam from the aspect of the bridge design and the spatial computation,studies the spatial computation of the wider fish-belly box beam,it will be useful for reference to the same type bridge design.
对某鱼腹式箱梁的设计进行了分析,从桥梁设计及空间计算方面进行了论述,对较宽鱼腹式箱梁空间计算进行了研究,对同类型的桥梁设计有一定的借鉴作用。
3.
Opinions are given on computation of box structures through analysis of plane computation and spatial computation of box structure for metro station.
通过对地铁车站箱形结构的平面计算方法、空间计算方法的分析 ,提出了有关箱形结构计算的若干看
4) spatial calculation
空间计算
1.
This paper deals with the spatial calculation FEM of skew T-beam bridge with multi-ribbed slabs.
将斜交多肋T梁桥的桥面板视为斜形板梁,肋板视为普通板梁,并在构造其位移模式时考虑了T梁桥面板剪滞效应和局部弯曲的影响,然后根据斜交多肋T梁截面位移参数的变形协调关系来组拼其单元刚度矩阵,由此提出了斜交多肋T梁桥空间计算的斜形板梁有限单元法。
5) space calculation
空间计算
1.
The conventional space calculation method for the bracing system of the foundation pit,which is often used in engineering designs,is modified and an improved space calculation method is presented in the paper,which can realize the coordination of the plane frame system and the vertical pile bracings with displacement at the joints.
本文对工程设计中常用的基坑支护体系空间计算方法进行改进 ,提出一个能实现平面框架体系和竖向支护桩体在联结处力和位移相协调的空间计算方法 ,并提出一种改进的弹性抗力法计算竖向支护桩体。
6) space computer
空间计算机
1.
This paper introduces that how will we build up software development s environment for embedded space computers, included Selecting embedded operating system, building early development of the embedded software and objective development environment.
文章介绍了如何建立嵌入式空间计算机的软件开发和测试环境 ,包括嵌入式操作系统的选择、嵌入式软件的先期开发及目标开发环境的建
补充资料：ANSYS壳单元分析箱梁
! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条