柱構型 的英文怎麼說

中文拼音 [zhùgòuxíng]
柱構型 英文
column configuration
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 構型 : [物理化學] （分子空間結構） configuration構型分析 [物理化學] conformational analysis; 構型作用 [...
  1. On the basis of expound the theory of building exterior - protected construction energy consumption and the gene of influence the building energy, set up mathematics model, this article discuss the mechanism of dispelling the heat of the buildings " thermal bridge and the complication that influence it, and then synthetic analysis and calculate the influence range of building thermal bridge in exterior - protected construction column thermal bridge to the building outer wall get the conclusion that when the construction column can satisfy the building stress - area, in bulgy construction column dispel less heating than out bulgy construction column. but if the pole stuck out more than 100mm, in bulgy or out bulgy make no difference

    本文在闡述建築圍護結構耗熱原理以及影響建築能耗因子的基礎上，採用數值模擬方法，探討了建築熱橋傳熱的基本機理和影響建築熱橋傳熱的因素，進而對建築熱橋在圍護結構傳熱中的影響范圍進行了綜合分析和計算，研究了構造柱熱橋型式對建築外墻能耗的影響，得出了構造柱在滿足建築受力面積要求的情況下，內凸構造柱較外凸構造柱略能減少散熱量的結論，但是凸出過大（ 100mm ）無論內凸還是外凸對建築耗熱都沒有大的差別。
  2. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異型柱結構體系，採用t形、 l形、十形截面柱代替傳統的矩形截面柱，以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻；框架柱隱于墻內，避免了屋角柱楞突出對室內觀瞻及佔用空間的影響，同時，又具有框架結構布置靈活、易於分隔的優點，深受住戶及房地產開發商的歡迎，是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  3. Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results

    結合密肋復合墻板的特殊構造，建立墻板的復合材料二相體力學模型，按照混凝土與砌塊體積比不變原則對肋梁肋柱同時加強，得出墻板的彈性計算常數及剪切常數，在此基礎上，進一步將墻板簡化為各向同性的計算模型，給出墻板彈性模量及剪切模量實用計算公式，為密肋復合墻板的實用彈性剛度計算公式提供必要的參數。
  4. Haplostele a type of protostele having a solid strand of stele with the xylem on the inside encircled by phloem, pericycle, and endodermis

    單中柱：原生中柱的一種類型，是由韌皮部、中柱鞘和內皮層包圍著內方的木質部構成的實心中柱。
  5. We have observed the following characteristics of anatomical structure and development : ( 1 ) the primary roots belong to archetype and the lateral roots occur in the position toward the xylem of the vascular cylinder ; ( 2 ) the root endodermis consists of thicken casparian strips, and there are from two lo four layers parenchyma cells near the pericycle ; ( 3 ) the pith and resins canals are absent in the toots ; ( 4 ) secondary structure occurs in the root hair zone, and vascular cambium is formed from the parenchyma cells between the primary xylem and primary phloem ; ( 5 ) tanning materials are abundant in pericycle cells and phelloderm cells ; ( 6 ) sclereids are found in secondary phloem, and rays are rather rich in secondary xylem

    結果表明：氣生不定根具有以下結構特徵和發育特點： （ 1 ）根為二原型，側根正對著木質部發生； （ 2 ）幼根內皮層細胞具凱氏帶加厚，維管柱內緊挨中柱鞘內側具有2 ~ 4層大型薄壁細胞； （ 2 ）根中無髓和樹脂道； （ 4 ）次生結構發生於根毛區，維管形成層由初生木質部和初生韌皮部之間的薄壁細胞轉化形成； （ 5 ）中柱鞘和栓內層細胞富含單寧類物質； （ 6 ）次生韌皮部有石細胞，次生木質部射線發達。
  6. On the basis of modern blasting theories, the moving process of explosive stress field of multi - row and simultaneity is analyzed and the characteristics of stress field inspired by equivalent effect cell of globosity charge in cylindrical charge structure are considered. thus energy distributing equation of detonator explosion is established and the explosive energy utilizing rate factors are known. so the moving process model of the hole filling is constructed and the equation of calculating reasonable filling length is produced

    本文在現代爆破理論的基礎上，分析了多排同段爆炸應力場的作用過程以及柱狀裝藥結構中等效單元球狀藥包所激發的應力場特點，建立了炸藥爆炸能量分佈方程，明確了影響爆炸能量利用率的因素，構建了炮孔充填物運動過程模型，得出計算合理充填長度方程。
  7. In order to approach the optimum design of changeover portion structural shapes for submarine ' s different diametral pressure cabins, a new structural type, named the double arc transition form, is introduced based on the analysis of stress concentration, by using the engineering calculation method and finite element mthod

    摘要為了探討潛艇不同直徑的耐壓艙室過渡段結構型式的最優設計，利用工程計算方法和有限元方法，分析過渡段結構的應力集中，提出了能夠使不同直徑圓柱殼光滑過渡的結構形式雙圓弧式過渡形式。
  8. The cold shaping process and die structural of egg - shaped cylindrical shell

    卵形截面柱殼型模冷壓彎成形工藝及模具結構
  9. Power system communication network is one of the three important supports to ensure the safety 、 stability and economics of power system operation

    電力通信網是現代電網安全、穩定、經濟運行的三大支柱之一。它是一個高新技術集中、通信設備品種眾多的異構型網路。
  10. A new type of structure, special - shaped column frame with bottom rectangle columns is suggested in this thesis. this structure is an important advancement of the frame structure system of the light dwelling house with special - shaped columns

    本文提出了一種新的結構型式? ? 「底部矩形柱上部異形柱框架」結構體系，該結構是異形柱框輕結構體系的重要發展。
  11. At last this paper also analyses special - shaped section columns subjected to biaxially eccentric loading using finite element program ansys5. 7. according to comparing of analytical results, the ductile behavior of r. c. t, l - shaped and " + " shaped columns are investigated

    本論文最後採用大型有限元程序州sys5 . 7對上述幾種截面柱構件也進行了分析，通過比較計算結果，得出異形截面柱延性變化規律，並檢驗本論文所編制分析程序的可靠度。
  12. A parameter has been defined to account for both the heat transfer enhancement and pressure loss caused by different shapes and configuration of pin fin arrays and the optimization analysis shows that cube - shaped pin - fin arrays can be viable alternatives for pedestal cooling in a blade trailing edge

    本文提出了一個強化換熱有效性系數來綜合考慮擾流柱換熱和壓力損失的效果，並用它對各種擾流柱進行了優化分析，優化結果表明方形擾流柱排在渦輪葉片尾緣區冷卻結構設計中是優先考慮的一種結構型式。
  13. In the model, components of upper frame structures, such as beams and columns, are simulated with plane 4 - node quadrilateral parametric elements, and soils with plane 4 - node quadrilateral parametric elements

    模型中採用平面四結點等參數單元模擬上部框架結構的樑柱構件。
  14. Recently, however, two distinct tectonic models have been postulated to account for the event of the ncc. one suggested that the ca

    近年針對華北陸塊1800ma的大地構造演化及其動力學背景提出了不同看法，其中以地幔柱模型和大陸碰撞模型最具代表性。
  15. At last this paper analyses some special - shaped section columns subjected to biaxialy loading using finite element program ansys7. 0, compares of analytical results, investigates the ductile behavior and bearing capacity of special - shaped r. c. columns. the reliability of analytical program compiled in the paper is verified

    本論文最後採用大型有限元程序ansys7 . 0對幾種異形截面柱構件進行了分析，通過比較計算結果，得出異形截面柱延性和承載力的變化規律，並檢驗本論文所編制分析程序的可靠度。
  16. Frame supported short pier shear wall structure with transition floors is a useful structure pattern with good ability in resisting seismic load. the lower part is frame with large opening column - grid while the upper part uses short pier shear wall with wide openings. so this structure decreases the difference between stiffnesses of lower part and upper part

    帶梁式轉換層的短肢剪力墻結構，其下部結構為大開間的柱網框架，上部結構採用開洞較大的短肢剪力墻，有效地降低了轉換層上下結構之間的剛度差異，因而是一種抗震性能較好的結構型式。
  17. Making use of the " truss + arch " mechanical model, the range of the three shear failure models ( shear - compression failure, diagonal - tension failure and arch - rib failure ) is divided quantitatively, and the theoretical formula of shear resistance of beams and columns is educed

    利用修正的桁架+拱抗剪力學模型，定量的劃分了樑柱構件受剪破壞三種狀態（剪壓破壞、斜拉破壞和斜壓破壞）的范圍，並由此推得樑柱構件抗剪的理論公式。
  18. According to unified theory and hysteretic model based on section, the hysteretic models of steel beam, reinforced concrete beam and concrete filled steel tubular ( cfst ) structure column were chosen respectively, then the nonlinear structural analysis program called idarc is employed to determine the skeleton curve of the concrete filled steel tubular frame structure

    摘要以鋼管混凝土統一理論為基礎，從截面層次的恢復力模型出發，鋼管混凝土柱構件選用三線型彎矩曲率滯回模型；鋼梁採用雙線型彎矩轉角滯回模型；鋼筋混凝土梁選用三線型彎矩轉角滯回模型。
  19. In order to overcome the drawback of classical fixed boundary models, a finite element model of structure - foundation system has been suggested in this paper for the earthquake response analysis of frame structures, such as beams and columns, are described with plane - stress 4 - node quadrilateral parametric element, and foundations with plane - strain 4 - node quadrilateral parametric element

    為了正確處理結構?地基動力相互作用，改善以往固定邊界模型將地震能量全部陷入結構計算模型的不合理狀況，以框架結構為例提出了建築結構地震反應分析的有限元模型及透射邊界，模型中採用四結點平面應力等參單元模擬上部框架結構的樑柱構件。
  20. During dynamic analysis of framework, according to mechanical performance of reinforced concrete frame structure under seismic force, the element of beam and column can be simplify into 5 pole element whose stiffness is variable. then damage model of 5 pole elements with variable rigidity can be established if the damage parameters based on elastic transformative energy are generalized into pole elements

    針對地震力作用下鋼筋混凝土框架結構樑柱的受力特性，對框架進行動力分析時將樑柱構件簡化為五段變剛度桿單元，將基於彈性變形能的損傷指標推廣到桿件，建立了該五段變剛度桿單元的損傷模型。
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