| 1. | Nonlinear fem analysis of semi - rigid frames in steel structures
半刚性连接钢框架非线性有限元分析 |
| 2. | Preliminary analysis of steel flames with composite semi - rigid connections
梁柱半刚性连接组合钢框架分析初探 |
| 3. | Analysis of second - order elasticity of steel frames with semi - rigid connections
半刚性连接钢框架的二阶弹性分析 |
| 4. | Effective length factor of columns in sway and semi - rigid composite frames
有侧移半刚性连接组合框架柱的有效长度系数 |
| 5. | Experimental research on top and seat angle with double web anglesemi - rigid connections
顶底角钢带腹板双角钢半刚性连接的试验研究 |
| 6. | To the high - rise building ' s support frame , the dissertation proposes the approximate calculation based on half - rigidity steel frame
同时，还推证了基于半刚性连接支撑架的分析方法。 |
| 7. | The paper is dedicated to study the low - cycle fatigue behavior of a certain semi - rigid connection : the top - and - seat angle
本文尝试研究一种半刚性连接-顶底角钢连接的低周疲劳性能。 |
| 8. | In this paper , the author compares and analyzes the effect of semi - rigid in the behavior of steel frame structures
文中还通过工程实例的计算分析比较了半刚性连接对结构抗震性能的影响。 |
| 9. | The methods and techniques in writing the preconditioner of the finite element modeling of semi - rigid connections with programming language c are mainly introduced
主要介绍用c语言编写梁柱半刚性连接节点有限元模型前处理时的方法和技巧。 |
| 10. | In general , fully rigid and pinned are always assumed . but a lot of theories and practices have proved that nodes of beam - columns should be semi - rigid
但是，由于造价和施工的原因，实际结构的节点却很难达到上述的两种情况，大部分介于两个极端之间，即所谓的半刚性连接。 |
