| 1. | Some crack extension probably developed from the unfused section of the butt weld across the thickness of the stiffener during transport and erection .
有些裂纹可能在运输和安装过程中就从加劲肋对接焊未熔透处开始发展。 |
| 2. | Outstanding width of stiffener
加劲肋外伸宽度57 |
| 3. | Test on extended end - plate with end - plate stiffer beam - to - column connection
带端板加劲肋的外伸端板连接的梁柱节点试验 |
| 4. | In the end , the design formula of stiffener is put forward which can supply reference to engineering
最后提出了加劲肋设计公式，供工程参考。 |
| 5. | The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and h - steel beam connections
摘要垂直加劲肋节点适于柱截面较小的方钢管（矩形管）柱和h型钢梁节点。 |
| 6. | A new type composite quay - wall panels of steel and concrete with profiled steel used as the stiffeners were proposed to meet special requirements
摘要基于特殊需要，提出了带型钢加劲肋的钢板混凝土组合板这一新型组合码头面板。 |
| 7. | To raise the critical stress of the web , we always lay some transverse stiffeners on the web , and also lay some longitudinal stiffeners sometime
为了提高腹板的临界应力，通常都设有腹板横向加劲肋，有时还在梁中段加设纵向加劲肋。 |
| 8. | Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic - loading
在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。 |
| 9. | The factors , such as end - plate thickness , bolt ' s types , beam and column " flank , that can effect on the joint rigidity and moment capability , are analyzed
分析了节点端板厚度、螺栓类型、端板的加劲肋等因素对节点刚度以及抗弯承载力的影响。 |
| 10. | The effects for buckling stress of the changes of the stiffener rigidity , shape , dimension , as well as its location are analyzed in this thesis
论文对帽形中间加劲肋的刚度、加劲肋的形状、尺寸和位置变化对中间加劲板件屈曲应力的影响作了分析研究。 |
