load transmission造句
例句與造句
- Research of the 4 periodically loaded transmission line cavity
非均勻傳輸線型諧振腔的研究 - On the base of past achievements on djm pile treated soft clay foundation , a further study is conducted on the mechanism of djm pile treated soft clay foundation , the characteristic of load transmission and load sharing as well as the deformation is also explored
本文在認真總結(jié)粉噴樁處理高速公路軟土路基過去研究成果的基礎(chǔ)上，進一步探索了粉噴樁處治軟基的化學和力學機理。 - The newly developed cutting - type integral unit v - belt can carry heavy - load transmission . thetransmission is of multi - stress surface , therefore the belt can resist abrasion whit small slippage and high effciency and work reliably , and is suitable of heavy - load transmission
本公司新開發(fā)切邊式聯(lián)組v帶，該帶可承載高負荷傳動，傳動受力面多、耐磨損，滑差小，效率高可靠性好，適于大負荷的傳動。 - The pressure - type anchor rods are designed by ourselves through study some reference documents . the p ~ s curves are gotten . loading transmission characteristics of pressure - type anchor and tensile - type anchor are compared through the study of pull - out tests of those two types
在參考文獻的基礎(chǔ)上自己設(shè)計制作了壓力型錨桿桿體，在試驗中得到了相關(guān)的p s曲線，比較了兩種錨桿的荷載傳遞性狀，探討了影響壓力型錨桿承載力的因素。 - The devices have many merits . they can sensitively and reliably cut off all the faults occurring in the power system . even under the critical situation , faulting on the long heavy load transmission lines through high ground resistances , the criterion based on fault components still has considerable sensibility
此裝置的優(yōu)點是：能夠靈敏、可靠的切除電力系統(tǒng)發(fā)生的各種故障，尤其是基于故障分量的差動判據(jù)與傳統(tǒng)差動判據(jù)相比，在重載線路上發(fā)生各種故障，即使是高阻接地時，也具有很好的靈敏性。 - It's difficult to find load transmission in a sentence. 用load transmission造句挺難的
- This paper derives the fundamental equation of differential callus of the load transmission in the system of pile and soil when a single pile is vertically loaded ; moreover it answers some typical cases of destruction . some theories of the bearing capacity of a single pile under vertical loading and some ways of making certain of it are generalized and summarized . concerning a practical engineering , they are specif ically utilized
本文系統(tǒng)闡述了樁基礎(chǔ)的類型及特點，在前人研究的基礎(chǔ)上導出了單樁在豎向荷載作用下樁土體系荷載傳遞的基本微分方程，通過分析影響荷載傳遞的因素入手，對單樁的幾種典型破壞模式進行了分析總結(jié)，并以由于地基土強度破壞而導致的樁基破壞模式為重點，推導其荷載傳遞曲線，進而用高等數(shù)學結(jié)合土力學方法推求樁土之間用深度和位移表達的荷載傳遞的微分方程。 - Various new types of pile pattern have emerged in recent years . self - expanded diving casing cast - in - site pile is one of them . in this paper , the recent development of single pile and self - expanded pile is introduced ; the design of pile pattern and technology of self - expanded pile construction is summarized ; base on field test results of self - expanded pile , the load transmission characteristic and load transfer mechanic of self - expanded pile are studied
本文具體介紹了單樁和擴底樁的研究現(xiàn)狀及存在的問題，總結(jié)了自擴式沉管灌注樁的樁型設(shè)計和施工工藝要點；通過對自擴式沉管灌注樁的現(xiàn)場試驗測試結(jié)果，研究了自擴樁的荷載傳遞特性和受力機理，并同普通灌注樁進行了比較。 - In this paper , depending on the enormous 356 pile testing date detailed with soil and pile parameters and p ~ s curves , covering xi ' an and adjacent areas , we analyzed the load transmission mechanism of pile in loess foundation , and proposed a kind of hyperbolic load transmission function between pile and it ' s neighboring soil . meanwhile , we created a mathematical model to predict p ~ s curve and bearing capacity of single pile . by analyzing the compacting effect caused by pile - sinking of pressed pile in loess and it ' s influence on bearing capacity and settlement , two parameters , kc and ke are introduced to modify the soil cohesive c and deformation modulus es
本文利用現(xiàn)己收集到的西安及其周邊地區(qū)356根打入樁、靜壓樁、灌注樁的現(xiàn)場試樁資料(其中打入樁67根，靜壓樁121根，鉆孔灌注樁168根，并有詳細的地層勘探資料，樁深資料，荷載沉降?曲線)對西安黃土地基中的打入樁、靜壓樁、灌注樁的荷載傳遞機理進行了分析研究，認為用雙曲線型的荷載傳遞函數(shù)模擬樁土之間的荷載傳遞函數(shù)是合適的，并用荷載傳遞分析的方法建立了計算p s曲線的數(shù)學模型及極限承載力的確定方法。 - At last , the load transmission property of cast - in - place piles , the developing cause of friction resistance and base resistance , and some factors which influence pile ' s bearing capacity and settlement are analyzed . then , we introduced two parameters , e and c to represent the disturbing effect in pile construction on parameters of modulus es and cohesive c , which determined by the pressed piles
在這個基礎(chǔ)上進一步分析了打入樁的沉樁擠土效應對樁荷載傳遞的影響及其與靜壓樁的差異，在靜壓樁修正系數(shù)k _ c和k _ e保持不變的情況下，再引進打入擾動系數(shù)_ e和_ c ，以其和原來靜壓樁的k _ c和k _ e的乘積作為打入樁時的修正系數(shù)。