| 基于ANSYS软件的偏心加筋板结构稳定性分析 |
| |
| 引用本文： | 陆春其.基于ANSYS软件的偏心加筋板结构稳定性分析[J].南通航运职业技术学院学报,2010,9(4):55-59. |
| |
| 作者姓名： | 陆春其 |
| |
| 作者单位： | 江苏联合职业技术学院无锡交通分院,江苏无锡214151 |
| |
| 摘 要： | 文章基于ANSYS软件,分析了偏心加筋板的开口对结构稳定性影响,以及相对刚度对偏心加筋板结构稳定性影响。结果表明：结构表面开口对结构的刚度、强度和稳定性均有较大影响;相对刚度变化,对结构中梁柱的稳定性影响较大,在侧向荷载作用下,柱刚度的变化对结构稳定性的影响大于梁刚度对结构稳定性的影响。
|
| 关 键 词： | ANSYS软件 偏心加筋板 结构稳定性 |
Analysis of Eccentric Reinforced Slab Stability Based on ANSYS Software |
| |
| LU Chun-qi.Analysis of Eccentric Reinforced Slab Stability Based on ANSYS Software[J].Journal of Nantong Vocational & Technical Shipping College,2010,9(4):55-59. |
| |
| Authors: | LU Chun-qi |
| |
| Institution: | LU Chun-qi(Wuxi Communications Branch,Jiangsu Consolidated Vocational College,Wuxi 214151,China) |
| |
| Abstract: | Based on the software ANSYS,the structure stability of eccentric reinforced slab has been analyzed.The results of study indicate that the surface aperture has a great influence on the stiffness,intensity and stability of the structure,and the change of stiffness has more effect on the stability of beam and pillar. |
| |
| Keywords: | ANSYS software Eccentric reinforced slab Stability of structure |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
