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elastic foundation beam造句

"elastic foundation beam"是什么意思   

例句與造句

  1. On the classification of elastic foundation beams with finite length
    關(guān)于有限長彈性基礎(chǔ)梁的分類
  2. Elastic foundation beam
    彈性地基梁11
  3. To verify the program , a foundation excavation case is analyzed respectively by dpfbm1 . 0 and elastic foundation beam method
    為了檢驗dpfbm1 . 0程序的準確性,本文采用該程序?qū)こ虒嵗M行了分析。
  4. Thirdly , study on one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , were carried out by the theory of elastic foundation beam
    第三,對土釘與水泥土樁聯(lián)合支護型式中的面層進行了理論分析,并通過實例計算來驗證理論分析的正確性和合理性。
  5. The theoretical model on reinforced earth retaining wall was given . 5 . a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented
    在楔體破壞的基礎(chǔ)上,探討了加筋土支擋結(jié)構(gòu)的側(cè)向土壓力分布規(guī)律,建立了一種加筋土支擋結(jié)構(gòu)側(cè)向變形分析的理論模型。
  6. It's difficult to find elastic foundation beam in a sentence. 用elastic foundation beam造句挺難的
  7. In the pre - stressed anchor supporting structure with beam and column , anchor , supporting structure and soil work jointly , therefore in this paper , rib - column and rib - beam are used models of elastic foundation beams , the solving method of rib - column and rib - beam are given out
    由于錨桿和支護結(jié)構(gòu)以及周圍土體是共同工作、彼此協(xié)調(diào)的,因此肋柱、肋梁按彈性地基梁進行計算,并推導(dǎo)出計算公式。
  8. Based on elastic foundation beam method , three - dimensional finite element analysis is used for foundation excavation . however , analysis results are influenced by limitations of elastic foundation beam method , rheological effects , plastic behavior of soft soil ca n ' t be considered
    本文選擇基坑工程中廣泛采用的傳統(tǒng)彈性地基梁法進行三維有限元分析,探討了內(nèi)撐式圍護結(jié)構(gòu)的總體性狀,并對環(huán)梁進行穩(wěn)定分析。
  9. ( 2 ) the static experiment about six geometry comparable elastic foundation beams is carried through , and the static trait of non - reinforcing steel bar concrete foundation beam is gained . in the qualitative point of view , the static comparability between geometry comparable elastic foundation beams is validated
    ( 2 )對6根幾何相似的彈性地基梁進行了靜力試驗,獲取了無配筋混凝土地基梁的靜力特性,并從定性的角度驗證了幾何相似的彈性地基梁靜力特性相似。
  10. Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
    傳統(tǒng)閘室結(jié)構(gòu)計算有兩種計算方法,其一是將閘墩視為固端于堰體上,單獨進行閘墩平面受力計算,再將閘墩下部的計算結(jié)果(彎矩和垂直力)作為集中荷載作用于堰體上,堰體作為彈性地基梁或板進行片面應(yīng)力計算。
  11. The present paper based on the mechanism of the vibration ' s production and transmission , simplifying the track system as elastic foundation beam model , and using a moving load which act on the beam to simulate the train , regarding four sorts of track system as research object , to evaluate the model of the vibration propagating of the track system under the moving load
    本文基于振動產(chǎn)生及傳播的機理,將軌道系統(tǒng)簡化為彈性地基梁模型,將運行的列車模擬成一個作用在梁上的移動荷載,以新干線、 tgv 、在來線以及國內(nèi)的武漢輕軌等四種軌道系統(tǒng)為研究對象,對移動荷載作用下軌道系統(tǒng)的振動傳播模型進行了評價。
  12. Foundation structure design in soft soils is a very difficult engineering problem . the elastic foundation beam method has some merits such as easy calculation pattern and definite model and m - method is fit to practical situation , so it is used comprehensively and welcome by constructors , thus m - method is recommended by many codes . but it is difficult to select a m - value to some soils , and the codes provides a scope of m - values , and they are different in varied regions and soil conditions , thus it is optional to choose m - value of a soil layer for engineering designers . so it is necessary to calculate m - values by back - analysis method using measured datu of deep foundation pit
    軟土地區(qū)的深基坑支護結(jié)構(gòu)設(shè)計是一個十分復(fù)雜的工程問題,由于彈性地基梁法具有計算模式明確、計算過程簡單的優(yōu)點,尤其是m法較符合軟土基坑工程的實際情況,因而受到廣大工程設(shè)計人員的歡迎,大多規(guī)范也推薦此法。但是m法計算參數(shù)的選取是工程界的一大難題,一般規(guī)范都給出了m值的大致范圍,而且每個地區(qū)的地質(zhì)條件千差萬別,因而m的取值具有很大的隨意性,有必要根據(jù)一個地區(qū)的工程實測資料對m值進行反演分析,以便為地層相近或附近地區(qū)的基坑工程設(shè)計提供參考和依據(jù)。
  13. The infinite - length elastic foundation beam model of the facing were analyzed in horizontal and vertical modeling . in order to calculate simplified , a new method , which internal forces of cross sections of the facing in vertical were studied by kinematical displacement , was proposed and the calculate formula of facing were derived from different situation and strength of the cross sections were designed and checked
    將面層視為彈性地基梁,建立了水平向地基梁和豎直向地基梁的計算模型,提出了用機動位移計算外力矩的新思路,并推導(dǎo)出了面層在不同的受力情況下的內(nèi)力計算公式,并進行了強度驗算和面層設(shè)計,驗證了試驗中觀測到的面層的破壞形態(tài)。

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