| 1. | Prestressed concrete pole with acrossed - webmember for electrization railway
电气化铁道横腹杆式预应力混凝土支柱 |
| 2. | Body rod for conveyer mounting
输送机架腹杆 |
| 3. | Research of arrangements of web members and feasible styles for truss members of the staggered truss system
交错钢桁架体系的腹杆布置及其截面形式研究 |
| 4. | Static and dynamic behavior of three - span continuous prestressed concrete rigid framed arch bridges without spandrel members
三跨连续无腹杆预应力混凝土刚架拱桥的静动力特性 |
| 5. | Hollow structural sections ( hss ) are commonly used as bracing members insteel - framed buildings or as web members in roof trusses
钢管截面通常用作支撑钢框架中的支撑构件或屋顶桁架中的腹杆杆件。 |
| 6. | Two main factors contribute to the increase : quantity of shaped steel and the section size of the tilted bar and the quality of weld
影响劲性混凝土柱抗震能力的两个主要因素为:含钢率和斜腹杆大小及焊接质量。 |
| 7. | At the same time , the steel truss with cross diagonal web members , without vertical web member , is the best project to transfer a big span structure
同时，研究发现有交叉斜腹杆而无竖腹杆的钢桁架结构形式是实现大跨度、大柱网转换的优选方案。 |
| 8. | For the overlapped joint with greater ( ratio of flank rod thickness to chord rod thickness ) , the ductility of the joint subject to repeated loading was more deteriorated
对于搭接节点（腹杆与弦杆壁厚比值）值较大时，节点承受反复荷载时的延性较差。 |
| 9. | The application of finite element method in the stability analysis is studied , by calculate the lattice structure ’ s critical force with finite element method . the initial moment method is improved
用有限单元法对不同腹杆布置形式的构件进行了稳定性计算,对等效惯性矩的计算公式进行了验证。 |
| 10. | It is also found from the tests that the ultimate capacity of connection is greatly affected by the ratio of the width of branch to that of chord , the thickness of chord and the angle between chord and branch
试验结果显示，节点的承载能力与腹杆和弦杆的宽度比、弦杆的壁厚、腹杆和弦杆夹角密切相关。 |
