| 1. | Research on the length of plastic hinge of partially prestressed beams
部分预应力混凝土梁塑性铰区长度的研究 |
| 2. | The plastic elemental stiffness matrix was derived by plastic - hinge method
然后用塑性铰法推导了单元的塑性刚度矩阵。 |
| 3. | Travelling plastic hinge
移行塑性铰 |
| 4. | Ultimate load analysis of plate girders by spline finite strip and plastic hinge method
样条有限条塑性铰法分析板梁的极限荷载 |
| 5. | The formula of ultimate flexural capacity is given according to plastic principle
通过塑性铰理论,推导了加固后梁的承载力计算公式。 |
| 6. | The ultimate load of plate girders was analyzed by spline finite strip and plastic hinge method
摘要用样条有限条塑性铰法分析了板梁的极限荷载。 |
| 7. | At the same time , plastic hinge , rigid zone , negative stiffness , load relaxing and so on are taken into account
该方法一并考虑了塑性铰、节点刚域、负刚度及单元卸荷等问题。 |
| 8. | One of the methods to improve ductility of structure is controlling the plastic hinge position on beam effectively
改善钢框架结构延性的做法之一是将塑性铰的位置外移,从而提高结构抗震能力。 |
| 9. | After the inelastic phase , the distributing of plastic hinges is proper and reasonable , and the requirement of ductility design of structure is satisfied
进入塑性阶段后，塑性铰分布合理，满足了结构延性设计的要求。 |
| 10. | ( d ) the structure in 8 . 5 region demonstrates a favorable response under earthquake action and forms a well energy - consuming mechanism
8度半框架在地震作用下结构总体反应表现良好，形成了以梁端塑性铰为主的耗能机构。 |
