| 1. | The size of spaces between progress bar elements
进度栏元素之间的空间大小。 |
| 2. | The transfer matrix method of bar elements with variable cross - section
变截面杆元传递矩阵法 |
| 3. | The scroll bar element is disabled . hot
滚动条元素处于热状态。 |
| 4. | The size of progress bar elements
时参考的最小dpi 。 |
| 5. | Steel bar element , nodal element and the non - linearity of concrete material are considered in extended models
相应的模型中增加了钢筋单元、节点单元以及考虑了混凝土的非线性。 |
| 6. | A new and proper finite element model for special shaped frame structure analysis is presented . the 3 - dimension bar element is introduced in this paper
结构整体分析中的梁单元和柱单元采用了空间三维杆单元，可更为真实地反映出结构的受力状态。 |
| 7. | By adding solid elements for complex components into a bar element model , a bar / solid element combination model for half - integral body structure of buses is set up
摘要以梁单元模型为基础，通过将复杂部件建立实体单元模型来生成梁体混合模型的方法，建立半承载式客车车身结构有限元模型。 |
| 8. | In order to consider the geometrically nonlinear behavior of suspension bridge structure , the tangential stiffness matrix of the assembled element and that of the spatial bar element were formulated
根据等参单元的大变形理论，推导了组合单元的切线刚度矩阵，以适应悬索桥的几何非线性分析。 |
| 9. | Spatial bar element with shear deformation taking into consideration is used to simulate column and beam members , and spatial wall elements is used to simulate shear wall
Fswas系统的结构分析模块采用了考虑剪切变形的空间梁单元和空间墙单元两种基本单元来分别模拟梁、柱构件和剪力墙、楼板。 |
| 10. | By means of these methods , programming becomes easier . a new and proper finite element model for special shaped frame structure analysis is presented . the 3 - dimension bar element is introduced in this paper
本文对于异形柱框架结构中的梁单元和柱单元采用了空间三维杆单元，可更为真实地反映出结构的受力状态。 |
