| 1. | It is possible to devise corresponding systematic procedures for rigid jointed frames .
推导出适合于钢架的类似步骤也是可能的。 |
| 2. | At a rigid joint of a space frame, three resolution and three moment equations can be written .
在空间框架的一个刚性节点处，可以写出三个分力方程和三个力矩方程。 |
| 3. | Stability analysis for non - sway composite frames with semi - rigid joints - part 2 connection rotation stiffness and examples analysis
弯曲型剪力墙动力分析的模态摄动法 |
| 4. | In conventional steel frame analysis , the behavior of beam - to - column connections is treated as either pinned or rigid joints entirely
在钢框架的传统分析理论中，总是将框架的梁柱连接假设成理想铰接或完全刚接。 |
| 5. | In order to resist the structure ' s lateral load and reduce the lateral displacement efficiently in the tier or tall building structure , it is generally designed the joint as rigid joint earlier
早期的多高层建筑钢结构设计，为了能有效地抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移，一般把梁柱连接设计成刚性连接。 |
| 6. | In the design of tall building structure , the engineers generally design the joint as so - called " rigid joint " to resist the structure ' s lateral load and reduce the lateral displacement efficiently
高层建筑钢结构设计中，工程师们一般都将节点做成所谓的“刚节点” ，以抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移。 |
| 7. | In order to resist the structure ' s lateral load and reduce the lateral displacement efficiently in the design of tall building structure , the engineers generally design the joint as so - called " rigid joint "
高层建筑钢结构设计中，为了能有效地抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移，工程师们一般都将节点做成所谓的“刚节点” 。 |
| 8. | These idealized assumptions predigest the analysis and design of steel frame consumedly , but they could induce insecurity or conservative design , because in practice engineering , to a certain extent , so - called pinned joints possess rigidity , and so - called rigid joints possess flexibility
这是因为在实际工程中，所谓的刚性连接具有一定柔度的，而所谓的理想铰接也是具有一定刚度的。 |
| 9. | Pinned joints means no moment could be transferred from beam to column , so rotations of beams and columns are independent each other ; although , rigid joints means included angle between beam and column holds the line , from unchanged frame without loads to transfigured frame with loads
前者意味梁柱之间不能传递弯矩，即梁柱发生的转动是相互独立的；后者假定框架受载变形后，梁柱间的夹角保持不变。 |
| 10. | However , " rigid joint " in the welded steel frame of the northridg earthquake occurred to a large quantity of brittle breakage . therefore , the paper is dedicated to study a new type joint - top and seat angle with double web angles semi - rigid connection
但美国northridge地震( 1994 )和随后发生的日本阪神地震( 1995 )中焊接钢框架刚性连接节点发生了大量的脆性破坏现象，人们开始将目光投向抗震性能良好的半刚性连接钢框架。 |
