| 1. | These include gusset plates welded to the flange .
这些包括焊接到翼缘上的节点板。 |
| 2. | Three structures have exhibited cracking at the ends of flange gusset plates .
已有三个结构在翼缘节点板端部出现了裂纹。 |
| 3. | Guard frame lower gusset plate
边柱下角板 |
| 4. | Cross beam gusset plate
横梁节点板 |
| 5. | Tube - plate - spherical joints is a special type of joint when gusset plate connections to slotted tubes is applying in large span structures
管板球节点是管板节点应用于大跨结构的加强形式。 |
| 6. | The influence of nondimensional parameters and on failuremode and ultimate tensile strength of gusset plate connections to slotted tubes arestudied
、钢管直径与钢管壁厚之比?对该类节点破坏模式和极限承载力的影响。 |
| 7. | Analysis of nonlinear finite - element for ultimate strength of gusset plate connections to slotted tubes with ansys program are carried out in this dissertation
本文采用通用有限元程序ansys对管板节点进行了非线性有限元分析研究。 |
| 8. | Analysis ofnonlinear finite - element for ultimate tensile strength of gusset plate connections toslotted tubes with ansys program are carried out in this dissertation
本文采用通用有限元程序ansys对管板节点进行非线性有限元分析研究。 |
| 9. | Under tensionloading , these gusset plate connections can be susceptible to shear lag failure of thehss since only a part of the tube cross - section is connected to the plate
由于钢管截面只是部分和钢板连接,在拉力作用下,管板节点易发生剪切滞后破坏。 |
| 10. | Finite - element study on the ultimate strength of gusset plate connections to slotted tubes and full scale tests on the ultimate strength of the connections are researched in this dissertation
本文研究的主要内容为管板节点受压极限承载力非线性分析和足尺试验研究两部分。 |
