confined concrete 中文意思是什麼
confined concrete
解釋
側限混凝土-
In america, the electronic signature legislation began with utah in 1995, utah digital signatare act is confined to regulate digital signature which is made by using cipher code, then, other states are also engaged in legislative activities to regulate digital signature, but the second state ( newyork ) has adopted a more common way in technology, in other words, the later legislation changed from concentrating on the concrete technolngy of digital signature to more widely regulating the common technology of all kinds of electroncc signature
在美國，電子簽名立法始於1995年的猶他州，該州法案只限於調整使用密碼的數字簽名。之後，其他州也開始了數字簽名立法活動，但第二個進行此種立法的州（即紐約）採取一種技術上更為一般的方式，換言之，其後的立法從「集中於數字簽名的具體技術法律轉向廣泛調整各種電子簽名的一般技術法律。 」 -
In particular, different inclined angles and the bind core effect of concealed bracings are considered in the analysis. and the concept of concrete confined is introduced in the concrete of the rims, concealed columns and concealed bracings
分析中考慮了暗支撐的不同傾角及核芯束作用，並在邊框、暗柱和暗支撐中的混凝土引入了約束混凝土的概念。 -
Influential factors and behavior of concrete prism confined with cfrp have been studied, based on the effective confined concrete area with cfrp, the peak stress and peak strain of cfrp - confined concrete prism depend on, and calculating equation is put forward
此外本文還對碳纖維布約束混凝土的受力性能及影響參數進行了研究。基於碳纖維布有效約束混凝土的面積，在原有箍筋約束混凝土的模型的基礎上，提出了碳纖維布約束混凝土稜柱體應力-應變關系模型。 -
The detailing of the high - strength concrete column confined with high - strength continue compound spiral hoops and the applicability of the high - strength applied to the high - strength concrete is advanced first
首先闡述了高強混凝土高強連續復合螺旋箍筋柱的構造和高強混凝土應用高強箍筋時的適用性。 -
On the base of the anti - theory, the shear property of high - strength concrete column confined with high - strength continue compound spiral hoops is analyzed taking account of the advantage and disadvantage influence by the axial load
在前述理論的基礎之上，考慮到軸力對抗剪的各種有利和不利的影響和連續復合螺旋箍筋對高強混凝土的約束作用，具體分析了高強混凝土高強連續復合螺旋箍筋柱的抗剪性能。 -
Making use of the former theory, the shear mechanism of the high - strength concrete column confined with the high - strength continue compound spiral hoop is analyzed taking account of the restriction that high - strength continue compound spiral hoops put on the high - strength concrete. and the theoretical formula of the column ' s shear resistance is put forward, and at the same time the statistical formula is also advanced based on the comparison with the value of test
具體分析了一般樑柱構件的抗剪機理，提出了其理論的和實用的抗剪公式；利用前述理論，結合高強連續復合螺旋箍筋對高強混凝土的約束性能，分析了高強混凝土高強連續復合螺旋箍筋柱的抗剪機理，提出了其理論的抗剪公式，並結合試驗數據比較分析地提出了其統計公式。 -
The stress " ce " and the strain " cc " of the high - strength concrete confined with high - strength continue compound spiral hoops is advanced according to the test value and the theory in the document [ 60 ]
結合試驗數據和文獻中的理論，提出了高強連續復合螺旋箍筋約束高強混凝土的應力，乙和應變~ （ cc ） 。 -
The results showed that the creep coefficients in cfrp - confined concrete columns and in epoxy - coated concrete columns are almost same, both are less than that in plain concrete columns on the same other conditions but surface treatment, which demonstrates that the creep reduction in cfrp - confined concrete columns is due to the existence of epoxy coating not of cfrp sheet. furthermore, the physical apperence and dimension have litter effect on the creep behavior of cfrp - confined and epoxy - coated concrete columns
結果表明:其他條件相同時， cfrp約束混凝土柱與塗膠混凝土柱的徐變基本一致，比素混凝土柱徐變小29 . 0 %和26 . 9 % 。 cfrp約束混凝土柱的徐變減小是由於粘貼cfrp布時的膠層所致而非核心混凝土的約束效應。 cfrp約束或表面塗膠的混凝土柱的外形、尺寸及體表比對其徐變的影響很小。 -
The minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010 - 2002 '. according to the actual project, the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops, the relationship with the section property of beams, the critical point of the arch - rib failure transiting to the shear - compression failure which is advanced in the anti - theory, and the contribution to the beam ' s shear resistance of the concrete in the shear - compression zone
引用箍筋約束混凝土的有效系數，利用其與梁截面特性的關系並結合理論分析中提出的梁剪壓破壞與斜壓破壞的分界點，同時考慮了剪壓區混凝土的抗剪貢獻，從工程實際出發，編程擬算了448種梁構件的破壞情況，計算結果表明，梁發生在剪壓破壞范圍內的最大抗剪承載力值比混凝土結構設計規范gb50010 - 2002值略高。 -
Basing the analysis on the experimental data, the author provides the load - bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop, which is of great practical value
摘要通過實驗數據的分析，提出了軸心受壓復合方箍短柱正截面承載力的計算公式並給出了配箍特徵值與箍筋間距的關系，具有一定的實用價值。 -
This seemingly contrary phenomenon is rooted in the coordination of expansion and strength development : the high strength especially high early strength of high strength superplasticized expansive concrete confined expansion effect, and there is " self - restricted effect " in concrete
上述看似矛盾的現象源於膨脹混凝土的膨脹與強度的協調性：高強流態膨脹混凝土的高強度，特別是較高的早期強度限制了膨脹效應的發揮，在混凝土內部存在「自約束效應」 。 -
From the research on hpec we can know that expansion property of high strength superplasticized expansive concrete shows obvious particularity compared with ordinary expansive concrete. when bfs is not put in, high strength superplasticized expansive concrete shows autogenous shrinkage in 1 day standard curing. and in 14 day ' s age e2 is less than half of middle strength superplasticized expansive concrete ' s with same csa dosage, and this shows expansion effect is confined more
對hpec混凝土的研究發現，與普通膨脹混凝土相比，高強流態膨脹混凝土的膨脹性能表現出明顯的特殊性，在不摻超細礦物質摻合料（磨細礦渣）時，高強流態膨脹混凝土標準養護1天時出現自收縮， 14天時其限制膨脹率不到相同csa摻量的中強流態膨脹混凝土限制膨脹率的一半，表現為膨脹效應受到更大限制。 -
As an example, the ratios of the experimental value to the analytical value of ultimate strain of confined concrete are taken as random variables whose probability density function is estimated with the proposed method
以約束混凝土極限應變的試驗與理論預測值之比值為例，進行了概率密度函數估計。 -
Concrete danger belongs to widely confined outcome, so discontinuation of a completed offence can exists in concrete danger crime
具體的危險犯屬于廣義的結果犯，有實行終了的犯罪中止的存在餘地。 -
However, their research is still confined within one single relevant factor, and very little comprehensive study has a negative influence on an overall understanding of the factors influencing trait anxiety. furthermore, the statistic methods used by them are backward, and they are confined to relevance analysis, difference test and regression analysis. consequently, their research fail in demonstrating the concrete mechanism of the factors influencing trait anxiety, and in defining the relative importance of the relevant factors during the process of the form of trait anxiety
但現有的研究主要是針對單一的影響因素而展開，綜合性研究還很少，從而限制了對特質焦慮影響因素的宏觀理解，而且大多數研究的統計方法相當落後，僅停留在一般的相關分析、差異檢驗和回歸分析方面，因而無法揭示各種因素對特質焦慮影響的具體機制，也無法明確各種影響因素在特質焦慮形成中的相對重要性。 -
The load - bearing capacity calculation of the concrete short column confined by overlapping hoops under uniaxial compression
軸心受壓復合方箍短柱正截面承載力的計算 -
A series of specimens with circular sections were tested, which included the short - term behavior of 24 frp - confmed concrete specimens under different load eccentricities and the long - term behavior of eight frp - confined concrete columns under different load ratios. an attempt to predict the time - dependent behavior of frp - confined concrete columns and beam columns with circular sections is proposed by the aci209 ( 1997 ) specifications model
本文進行了frp約束混凝土柱的一系列試驗研究，包括24個frp約束混凝土構件在不同偏心率情況下的一次加載試驗研究和8個frp約束混凝土軸心受壓構件在不同軸壓比情況下在長期荷載作用下的力學性能試驗研究。 -
With the quick boom of economy and the rapid development of construction, modem buildings call for better and better material than before. steel tube confined concrete ( stcc ) has been applied in building widely and has acquired economic benefit largely for its excellent quality in structure of big span, height, and loads, good quality of behavior in bad environment, fine gift in industrialization produce. so, it " s a good material of building
鋼管混凝土能夠適應現代工程結構向大跨、高聳、重載發展並滿足承受惡劣條件的需要，符合現代施工技術工業化要求；而且具有承載高、塑性和韌性好、施工方便、耐火性能和經濟高效等優點；因而正被越來越廣泛地應用於土木工程中；並已取得良好的經濟效益和建築效果，是結構工程科學的一個重要發展方向；有著廣闊的應用前景。 -
Based on the progressed stress - strain relation of cfrp - confined concrete, a calculating moment - curvature relationship program is presented ; the moment - curvature relationship of cfrp - confined rectangular rc columns was nonlinearly analyzed. the effect of parameters including axial compression ratio, layers of cfrp on the ultimate strength, curvature ductility is discussed
在此基礎上，編制彎矩-曲率計算程序，對受約束柱截面的彎矩-曲率關系進行了非線性分析，分析了軸壓比、包裹碳纖維布層數對約束后截面承載力和曲率延性的影響。 -
Based on the theoretical model, influence of slenderness ratio, the changing frp ratio, strength of the frp composites and the concrete as well as load eccentricity ratio on the bearing capacity of the members after sustained load is discussed. finally, simplified calculating method of the reduction factor for the bearing capacity of circular frp - confined concrete beam - columns with long - term effects considered is suggested. the achievements in this paper may be referred for practical engineering
在系統分析長細比、截面含frp率、 frp抗拉強度、混凝土強度、加荷齡期和荷載偏心率等因素對長期荷載作用下frp約束混凝土構件承載力的影響規律的基礎上，給出考慮長期荷載作用影響時frp約束混凝土構件承載力折減系數的簡化計算公式，可為工程實踐提供參考。
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