| 1. | Long - term transient load
长期荷载 |
| 2. | Time - dependent deformation of high - strength reinforced concrete beams under long - term loading
高强混凝土在长期荷载作用下的变形 |
| 3. | Long term loading
长期荷载 |
| 4. | Stress variation of reinforced concrete columns over long periods of time while under constant load
钢筋砼轴心受压构件在长期荷载作用下的应力变化 |
| 5. | Frp ( fiber reinforced plastic ) - confmed concrete columns are susceptible to creep and shrinkage , which is common phenomenon in concrete structures
与混凝土结构类似， frp约束混凝土柱在长期荷载作用下的力学性能也是值得关注的一个问题。 |
| 6. | Five sets of long - term axial loading equipment were designed and manufactured . the component of long - term loading test comprised axial creep and creep recovery at two different level of sustained load
试验中,获取了不同损伤程度加固柱在长期荷载作用下的试验数据,同时考虑了不同大小轴压荷载的影响。 |
| 7. | The proposed analytical method and those research findings can be consulted in the engineering practice , the buckling bearing capacities , and the time - dependent behaviour design of cft columns and cft arched bridges
本文所得出的主要结论和有关研究成果可供钢管混凝土构件以及大跨度钢管混凝土拱桥的承载力设计和长期荷载效应分析参考。 |
| 8. | Glass - fiber - reinforced plastic ( gfrp ) and carbon - fiber - reinforced plastic ( cfrp ) were both used for retrofitting . 2 . five model columns were applied long - term axial loading after being subjected to different level of lateral cyclic loading
2 .设计和制作了大尺寸柱的长期荷载试验装置,并利用此加载装置完成了5个损伤柱的长期荷载试验。 |
| 9. | Based on a certain engineering practice , by analyzing many laboratory and in - site test data together with two groups of loading test , the variable regularity of physical mechanics properties of foundation soil is discussed
根据某工程实例，通过室内外大量试验数据的分析，并结合两组静载荷试验，探讨了地基土长期荷载作用下，土的物理力学性质的变化规律。 |
| 10. | The results showed that the long - term deformations of beams strengthened with cfrp laminates are less than the deformations of plain beams by 6 % 16 . 5 % . on the same long - term load , with the process of strengthening changed , the creep deformations of strengthed beams were different
结果表明: cfrp布加固梁徐变比普通混凝土梁减少6 % 16 . 5 % ,并且相同的长期荷载作用下,加固历程不同,其徐变变形也不同。 |
