| 1. | Unsupported adhesive film
无支撑胶粘剂膜 |
| 2. | Standard test method for compressive properties of polymer matrix composite materials with unsupported gage section by shear loading
剪切荷载法测定带无支撑标准截面的聚合母体复合材料抗压特性的标准试验方法 |
| 3. | Since the sheet metal in the wall area is relatively unsupported by the tool , the elimination of wall wrinkles is more difficult than the suppression of flange wrinkles
由于金属板料在拉伸壁区域内相对无支撑，因此消除拉伸壁起皱比抑制法兰边起皱要难得多。 |
| 4. | Abstract : how to arrange the deformation monitoring system and monitor deformatiom and analyse their deformation are discussed emphatically for the indoor no - supporting metal frame roof deformation
文摘:重点探讨了室内无支撑金属网架结构屋面变形监测系统如何布设、施测及变形分析。 |
| 5. | In order to take the influence of the internal force from translation into consideration , the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force , e . g . the imaginary horizontal loads method
为考虑变形对内力的影响，对无支撑框架的平面内稳定计算提出采用假想水平荷载法进行二阶弹性内力分析，以与国际上钢结构设计相接轨。 |
| 6. | At the same time , the uniqueness of the back - analyzed parameters is discussed . correctness and suitability are proved by the comparison the calculated with observed results through the practical foundation pit projects with different retaining structures
通过对不同支护形式(无支撑、单道支撑、多道支撑)的实际基坑工程的计算与广东工业大学工学硕士学位论文监测结果的比较，验证了本文方法的正确性和适应性。 |
| 7. | By ansys finite element program the seismic response of a five - story frame structure with friction dissipating braces is analyzed , and is compared with that of the pure frame structure without brace and the brace frame structure without friction dissipation devices
选取一五层框架作为算例，利用ansys程序，对摩擦耗能支撑框架、无支撑框架和普通支撑框架的地震反应进行了计算比较，分析了摩擦耗能支撑的减震效果。 |
| 8. | When the lateral stiffness of a bracing system is equal to or greater than five times that of the frame itself , the frame is regarded as a non - sway type , otherwise the frame is classified as a sway type , even if a bracing system is present in the whole structure
区分准则是支撑体系的抗侧刚度等于或大于框架本身抗侧刚度的5倍时，框架看成是无侧移框架。而对于框架无支撑或支撑刚度没有达到5倍框架抗侧刚度的情况，框架归入有侧移框架一类。 |
| 9. | This article would analyze the two method farther in the background theory and calculate kinds of the examples of the pure unbraced frames with the effect of initial defect . at one time the same instances were analyzed by the finite element numeric method , which results were compared with the res ults of the three methods . the conclusions from the comparison would offer the references to the revision of the code
本文对这两种方法进行深入的研究，考虑部分初始缺陷的影响，对各种无支撑纯框架实例进行了大量计算分析，并采用有限元法进行对应分析作参考，对三种方法的计算结果进行比较，得出结论，以期对规范的修订提供依据。 |
| 10. | Compared with the existing rp methods using high energy density beams , the hpdm method solved the key problems of insufficient dimensional precision and surface quality caused by the step effect and no - supporting , and puts forward a new way to directly manufacture the difficult - to - machining materials parts with short - routine , low - cost and high quality
该技术解决了现有高能束熔积成形技术因无支撑和台阶效应造成的尺寸精度和表面质量不高的瓶颈问题，是难加工材料零件短流程、低成本、高质量无模精确制造的新的有效加工方法。 |
