1) secondary load
二次受力
1.
Nonlinear finite element analysis of RC beams strengthened with bottom bonded CFRP in case of secondary loading;
碳纤维布加固钢筋混凝土梁二次受力时的非线性有限元研究
2.
Experimental study on RC beam reinforced by reinforcing steel bar mesh mortar subjected to secondary load;
钢筋网复合砂浆加固受弯足尺RC梁二次受力试验研究
3.
Experimental study on flexural behavior of reinforced concrete beams strengthened with ferrocement under secondary load;
钢丝网复合砂浆加固RC梁二次受力受弯试验研究
2) secondary loading
二次受力
1.
Analysis of secondary loading on reinforced concrete conduit strengthened with fiber reinforced polymer;
纤维复合材料加固钢筋混凝土管道二次受力分析
2.
An experimental program was carried out to study the behavior of the beams strengthened by enlarging the tensile area and subjected to secondary loading.
通过试验研究了二次受力条件下增大受拉区截面加固的梁的力学性能,主要考虑了增大截面的高度和初始荷载两个主要影响因素,对比分析了梁的极限荷载、荷载-挠度曲线及钢筋的应变变化。
3.
The results of ten RC beams strengthened with U-shape ferrocement(ferrocement was put onto the tension face and two profile faces)and two reference RC beams were analyzed,and the different results of beams between monotonous loading and secondary loading were presented.
采用无机材料高性能复合砂浆钢筋(丝)网加固混凝土梁,通过10根三面U形(在梁的受拉面和侧面进行加固)加固的混凝土梁和2根没有加固的对比梁的试验,研究了这种加固技术对钢筋混凝土梁的影响和作用,并比较了一次受力和二次受力的不同。
3) initial loads
二次受力
1.
This paper evaluates the ultimate flexural capacity of reinforced concrete T bea ms with different quantities of CFRP laminates and initial loads.
通过对五片实桥模型T型梁粘贴不同数量、不同受力阶段碳纤维片材的破坏试验,研究了碳纤维布数量和二次受力对钢筋混凝土T型梁抗弯承载能力的影响,对梁的裂缝、挠度、刚度等做了调查分析,讨论了粘贴碳纤维布对正常使用状态的影响,提出了粘贴碳纤维布加固钢筋混凝土简支T型梁的抗弯承载力计算方法,针对不同破坏形态讨论了不同的计算方法并予以一定简化。
2.
Based on the experiments of five models of RC T-section beams,the ultimate shear capacity of RC T-section beams strengthened with different number of plies,paste formats and initial loads is evaluated.
以五片T梁模型破坏试验为基础,研究了碳纤维布粘贴层数、方式和二次受力对钢筋混凝土T梁抗剪极限承载力的影响。
4) initially loaded beams
二次受力梁
6) secondary victimization
二次受害
补充资料：输出反馈(见线性二次型次优控制)
输出反馈(见线性二次型次优控制)
output feedback
3h日c卜口fon以以{输出反馈型次优控制。(output王eedbaek)见线性二次
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条