| 1. | Hose fittings with screwed ferrules ; german version en 14424 : 2004
带螺旋箍的软管管件 |
| 2. | Hose fittings with screwed ferrules
带螺旋箍的软管管件 |
| 3. | Hose fittings with screwed ferrules
带螺旋箍的软管管件 |
| 4. | Column with steel hooping
螺旋箍筋柱 |
| 5. | Plastics . stretchable films . part 2 : determination of the suitability for use of stretchable films for helicoid hoop casing
塑料制品.可拉伸薄膜.第2部分:螺旋箍装箱用可拉伸薄膜适宜性的测定 |
| 6. | The detailing of the high - strength concrete column confined with high - strength continue compound spiral hoops and the applicability of the high - strength applied to the high - strength concrete is advanced first
首先阐述了高强混凝土高强连续复合螺旋箍筋柱的构造和高强混凝土应用高强箍筋时的适用性。 |
| 7. | The stress " ce " and the strain " cc " of the high - strength concrete confined with high - strength continue compound spiral hoops is advanced according to the test value and the theory in the document [ 60 ]
结合试验数据和文献中的理论，提出了高强连续复合螺旋箍筋约束高强混凝土的应力，乙和应变~ ( cc ) 。 |
| 8. | On the base of the anti - theory , the shear property of high - strength concrete column confined with high - strength continue compound spiral hoops is analyzed taking account of the advantage and disadvantage influence by the axial load
在前述理论的基础之上，考虑到轴力对抗剪的各种有利和不利的影响和连续复合螺旋箍筋对高强混凝土的约束作用，具体分析了高强混凝土高强连续复合螺旋箍筋柱的抗剪性能。 |
| 9. | Making use of the former theory , the shear mechanism of the high - strength concrete column confined with the high - strength continue compound spiral hoop is analyzed taking account of the restriction that high - strength continue compound spiral hoops put on the high - strength concrete . and the theoretical formula of the column ' s shear resistance is put forward , and at the same time the statistical formula is also advanced based on the comparison with the value of test
具体分析了一般梁柱构件的抗剪机理，提出了其理论的和实用的抗剪公式；利用前述理论，结合高强连续复合螺旋箍筋对高强混凝土的约束性能，分析了高强混凝土高强连续复合螺旋箍筋柱的抗剪机理，提出了其理论的抗剪公式，并结合试验数据比较分析地提出了其统计公式。 |
| 10. | The difference between axial compressive capacity of beam - column joints and that of columns is introduced when joints are strengthened by various measures . influence of shapes , spiral hoops and ratio of beam depth to side dimension of square column upon axial compressive capacity of beam - column joints is discussed . then economy and security of the relative article in current code are demonstrated and the design recommendations of beam - column joints are given
本文通过6个不同强度等级混凝土梁柱节点试验，了解在不同的加强措施情况下，节点区的轴心抗压承载力与柱的理论轴心抗压承载力的差异，探讨了角钢、螺旋箍筋及梁高与柱截面尺寸的比值h c对节点区轴心抗压承载性能的影响，验证了我国现行规范有关条款的安全性和经济性，并且在此基础上，为不同强度等级混凝土梁柱节点的设计提出了相关建议。 |
