| 1. | Out - of - plane stability design of i - sectioned beam - columns with slender web
工字形铝合金偏心压杆平面内稳定承载力研究 |
| 2. | Base with slot . dimensions
工字形表座.尺寸 |
| 3. | Experimental research on stability parameters for i - section aluminium alloy bars loaded by axial compressive force
工字形铝合金轴心压杆稳定系数的试验研究 |
| 4. | Standard specification for high - strength low - alloy steel h - piles and sheet piling for use in marine environments
在海洋环境中使用的高强度低合金工字形钢桩和钢板桩标准规范 |
| 5. | The suggestion is put forward that adopting the different geometry control condition between rolled h - section steel beam and general i - section steel beam
本文提出轧制h型钢的几何控制条件，并建议将一般工字形截面简支梁和轧制h型钢梁分列处理。 |
| 6. | Relatively little experimental studies are available on the ultimate strength of curved beams , 18 simple - supported welded beams subjected to a concentrated force at the mid - span are tested
针对目前曲梁承载力方面的试验资料比较缺乏，进行了18根焊接工字形水平钢曲梁的极限承载力试验。 |
| 7. | Following the linear analysis , a new nonlinear theory for curved members with i - shaped sections is presented according to the theory of finite deformation , in which the effect of transverse stress is also incorporated
在线性分析的基础上，依据有限变形理论，建立了工字形曲梁涉及稳定问题的非线性理论，其中考虑了横向正应力的影响。 |
| 8. | The developed finite element program is then used to investigate the ultimate behaviors of horizontally curved beams with a specified i - shaped cross - section . these curved members are assumed to be simple - supported and subjected to a conce
利用上面编制的非线性有限元程序，针对一特定截面的工字形水平曲梁，研究其在跨中集中荷载作用下的弹塑性工作特性。 |
| 9. | Simplified theories are also presented for curved beams with commonly used sections , such as i - shape , channel and h section without any symmetrical axis . linear analysis is also performed in combination with finite element method
其后就常见的截面形式(单轴对称工字形、槽形和无对称轴的形截面) ，对所提出的曲梁理论进行简化，并结合有限元方法求解曲梁的线性问题。 |
| 10. | On the basis of experimental data , this paper presents an empirical criterion with its algorithm patterns , which may be included in the dynamic analysis of concentrically braced structures to predict the fracture of welded i - section bracing members
本文在焊接工字形钢支撑低周疲劳试验研究基础上，提出了一种可用于框架中心支撑体系非线性动力时程分析中钢支撑疲劳损伤评估的经验方法，并给出了相关步骤的算法流程。 |
