bearing ratio 中文意思是什麼
bearing ratio
解釋
承載比-
Cbr test method for the california bearing ratio of soils in place
土壤的加里福尼亞式承載率 -
After analyzing deformation of each cirque, with combined cirque method, pressure - bearing ratio of steel lining and rock is obtained in the condition of coincident deformation among each cirque
並利用變形協調條件，推導出各環變形的解析解，得到鋼襯和圍巖的壓力分擔比。 -
Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在對密肋復合墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的基礎上，對典型組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響，得出其變化規律。 -
In the end, we used this procedure to analyze the influence of the oblique angle to the bearing points and inter - force, and discuss the influence of the ratio ( the bending moment to the wrest moment ) to the skew bridge
最後利用該程序分析了斜交角對支點反力以及梁內力的分佈影響，討論了彎扭剛度比對格柵梁的影響。 -
According to the calculation formula of the ratio of pile and soil of compound foundation bearing capacity, and base on the calculation formula of the ratio of pile and soil given in this thesis, the relation model of rayl eigh wave velocity and gravel pile compound foundation bearing capacity is deduced
根據復合地基承載力應力比計算公式，基於本文提出的應力比計算模型的基礎上推導了瑞雷波速和碎石樁復合地基承載力之間的關系模型，建立了日本模型、武漢地區模型、下遼河平原模型三種模型的碎石樁復合地基承載力計算公式。 -
The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio
基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。 -
Based on the experiment results, the damage form of abnormal exterior joint are summarized, characteristics of hysteresis curve are studied, the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed, working mechanism of abnormal exterior joint is researched, the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed, the basic data is provided for the design formula of abnormal joints
根據試驗結果，總結了異型邊節點的破壞形態，研究了節點滯回曲線的特徵，討論了節點核芯配箍率、樑柱截面高度變化對異型邊節點抗剪性能的影響，分析了異型邊節點的受力機理，提出應以「小核芯」為分析單元來研究此類節點抗裂和承載力的建議，為異型節點設計公式的建立提供了基礎數據。 -
Standard test method for cbr california bearing ratio of laboratory - compacted soils
實驗室壓實泥土的cbr -
Test methods for the california bearing ratio of soils in laboratory
試驗室土壤的加利福尼亞承載比的試驗方法 -
Califonia bearing ratio test
原位測試承載比試驗 -
Standard test method for cbr california bearing ratio of soils in place
現場測定土壤加利福尼亞承載比的標準試驗方法 -
California bearing ratio cbr
加州乘載力比 -
California bearing ratio
加州承載比美國 -
Unbound and hydraulically bound mixtures - test method for the determination of california bearing ratio, immediate bearing index and linear swelling
鬆散的和液力粘合的混合料.測定加利福尼亞承載率瞬時承載指數和線性膨脹的試驗方法 -
Based on strain distribution acquired in experiment, the internal force evaluation model is set up, then, the structural behavior of slw are investigated in detail. combined with the nonlinear fem results, the structure behaviors are expressed in the concepts of " principal limb " ( pl ) and " load effect bearing ratio " ( lebr ), and the function for lebr determining is put forward, which may be used in the practical section design
本文進行了國內首例短肢墻結構體系低周反復試驗；基於試驗實測的墻肢應變分佈，擬合了墻肢截面的應變分佈規律，並進行了短肢墻結構內力大小及其分佈規律的分析，建立了墻肢荷載效應負載率的數學模型，為實際工程的截面設計創造了條件。 -
The paper also detailedly discusses california bearing ratio ( cbr ) method of evaluating the flexible pavement flotation characteristics and portland cement association ( pca ) method of evaluating the rigid pavement flotation characteristics
並比較深入地探討了對飛機軟道面漂浮性評估的加里弗尼亞支承比方法和對飛機硬道面漂浮性評估的波特蘭水泥協會方法的演算法原理及理論根據。 -
The result from different contact case shows that the elastic modulus of contact layer is sensitive to pressure - bearing ratio when its elastic modulus is less than one percent of concrete ' s
不同接觸情況下的受力分析結果表明，當接觸層彈性模量小於混凝土彈模的1 / 100時，接觸層的彈性模量變化對鋼襯和圍巖壓力分擔比的影響較大；而接觸層厚度對壓力分擔比的影響不甚明顯。 -
Through in - situ tests on multi - pile composite subgrade, the authors analyzed stress - ratio, bearing ratio and bearing capacity factors of piles and soil in multi - pile composite subgrade, and made some suggestions to project designer
摘要通過一個具體工程的試驗研究，分析了多樁型復合地基樁土應力比、荷載分擔比、樁與土承載力發揮等樁土承載性狀，並據此提出了若干建議性的結論，供工程設計參考。 -
Unbound and hydraulically bound mixtures - part 47 : test method for the determination of california bearing ratio, immediate bearing index and linear swelling ; german version en 13286 - 47 : 2004
鬆散的和液力粘合的混合料.第47部分:測定加利福尼亞 -
Unbound and hydraulically bound mixtures - part 47 : test method for the determination of california bearing ratio, immediate bearing index and linear swelling
鬆散的和液力粘合的混合料.第47部分:測定加利福尼亞承載率瞬時承載指數和線性膨脹的試驗方法
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