anchoring effect 中文意思是什麼
anchoring effect
解釋
參照效應-
The results indicated that the anchoring effect was better with angle steel than with cfrp, and that anchoring was very important at root of beam, which can avoid occurrence of tympanites like cfrp
可以看出：採用角鋼錨固的效果要比採用碳纖維布錨固好，梁根部的錨固也非常重要，可以避免類似碳纖維布被拉鼓現象的發生。 -
The most important research content of the interface physics is anchoring effect, which is generally described by the anchoring energy
界面物理最重要的內容是研究錨定作用，常用錨定能來表徵。 -
The traditional design method of cable - anchor support only considers the suspension action of single one, and loses sight of the anchoring effect of cable - anchors group, increasing the blindness of cable - anchors support ground
摘要傳統錨索設計方法只考慮單根錨索的懸吊作用，而忽略了群錨效應，加大了錨索加固的盲目性。 -
In anchoring effect, in addition to the influence of high and low anchor points on subjects price estimates, we also consider the moderating role of the operation of anchor points ( one - way / two way ), the reinforcement of anchor points ( normal / intensified ), and the relevancy between anchor and target ( relevant / unrelevant )
在定錨效應的實驗中，除了考慮高低錨點值對受測者價格估計判斷之影響，同時亦探討錨點運作方式（雙向單向） 、錨點強化作用（強化一般） 、以及錨點訊息與估計標的物之間的語意相關性（相關不相關）等三個變數，是否會扮演錨點類型對決策者估計影響之調節角色。 -
The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included
本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱（包括l形、 t形、十字形柱）進行非線形全過程分析，在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的錨固滑移和混凝土應力?應變關系曲線的下降段，同時考慮到在箍筋加密區箍筋對混凝土的約束影響。 -
Research on anchoring and shearing effect of anchoring cable
錨索對結構面的錨固抗剪效應研究 -
And so on, to understand the influence for the m - relation curve of special - shped column rection with considerd the sliding of reinforcement anchoring. and compared the results to rectangle rection, analyzed the effect with the ductility of the special - shaped column by the factor referd ahead
通過改變荷載角、軸壓比、混凝土強度等級等參數，來深入了解考慮粘結滑移后對異形柱截面彎矩?曲率關系的影響，並分析了上述因素對異形柱截面延性性能的影響。 -
The characteristic of strip friction in soil was acquired successfully. by direct shear test, the effect of strip direction and anchoring situation of strip end on shearing strength of the reinforced earth was carried out
試驗獲得了筋土間的摩擦特性，通過直剪試驗研究了加筋方向、筋帶端部錨固對于加筋土抗剪強度的影響。 -
From the experiments, the number and width of fracture are obviously decreased, and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring, premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure, the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case, because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly, the reinforcement effect maybe decrease
試驗結果表明，粘貼碳纖維布顯著減小了鋼筋混凝土t梁的裂縫數量和寬度，抑制了裂縫的開展，對提高普通鋼筋混凝土構件耐久性有重要作用；採用適當的錨固措施可以有效防止構件發生早期破壞，提高構件的極限抗剪能力；對于有錨固的粘貼方式，有預加載的t梁抗剪極限承載力明顯高於無預加載的t梁。試驗還表明，在無錨固的情況下，用碳纖維布作抗剪加固后的t梁破壞較突然，有可能使梁的加固效果出現負效應。 -
This paper mainly introduces technologies of bending carbon fiber reinforced plastic ( cfrp ) plates or fabrics to the web of reinforced concrete members, and also this paper discusses the design principles of carbon fiber reinforced plastic ( cfrp ) used in the reinforced concrete members, as well as considering the preload effect to the bending capacity of the reinforced concrete members. finally, a kind of new practical method is put forward, and may be a reference for practical engineering designer. in the meantime, this paper analyzes the " local failure " caused by shear and normal stress concentrations at the plate ends that can easily incorporated into design equations. furthermore, the bonding and anchoring conformation of concrete members strengthened by carbon fiber reinforced plastics also be set forth
本文重點研究碳纖維製成織物片材粘貼到混凝土表面用於結構的補強與加固的技術特點，從理論上探討cfrp加固混凝土結構的設計原理，分析二次受力對加固結構的彎矩承載力的影響；同時對外貼碳纖維加固混凝土的抗彎和抗剪提供一種簡單、實用的設計方法，供工程設計人員參考，對碳纖維布加固混凝土梁中出現剝離破壞也進行了分析，提供了最大剝離正應力的計算公式，以及對外貼cfrp加固結構構件的粘貼構造與錨固進行了闡述。
分享友人