格形梁 的英文怎麼說

中文拼音 [géxíngliáng]
格形梁 英文
cellular girder
  • 格 : 格象聲詞rattle; gurgle
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  1. Form vision and feeling psychology is the bridge which connects products designer to consumers. the paper accepts the theory of gestalt psychology and sums up several methods used to design electric products used in house

    形態視知覺心理是溝通消費者與產品設計師橋梁，論文采納了格式塔心理學原理，運用形態視知覺心理歸納、總結了家電產品造型設計的幾種方法。
  2. Comparing the results of one irregular box beam obtained by the gridiron method to that by fem, the characteristics of the application scope, merits and drawbacks of the gridiron method are convinced. it is shown that the gridiron method underestimates the results in contrast to fem when analyzing irregular box beams

    對上德立交橋中的一聯異形箱梁通過不同的方法以及試驗進行分析和計算，詳細地說明了異形箱梁設計中常常使用的梁格法的適用情況和實際的效果。
  3. For instance, liang shuming ' s view of the combination of politics and education contracts with the secularization, rationalization of education which are the tendency of education modernization. liang shuming hoped to replace chinese new education with nonproductive education. the idea is out of tune with the melody of modern education, such as practicalization, specialization and scientifization

    其中，梁漱溟政教合一的思想與教育的世俗化、理性化等教育現代化的趨勢相左，而他強調用丹麥式的「非實用化的教育」代替當時的西式新教育又與現代教育實用化、專業化、科學化的趨勢相悖；就梁漱溟教育思想本身來說，不僅其教育的組織形式與培養目標相互沖突，而且其君子式的人格理想也存在著內在矛盾。
  4. Chinese teachers should base on the speech form, the teachers should develop the students " speech ability in the activities of writing, listening, reading and speaking. at the same time, the bridge of language leads the students to the world, the history, the tradition and finally to the culture. in order to cultivate the students " independent personality and spirit, the teachers should make the students come into contact with the life, the world and the history

    語言是通向世界的大門，語文教學應以言語形式為主，在讀、寫、聽、說的言語活動中培養學生的言語能力，同時，通過語言這座橋梁，把學生引向世界、引向歷史、引向傳統、引向文化，使學生建立與生活、世界和歷史的有意義的聯系，從而培育學生的獨立人格和獨立精神。
  5. In this paper, the geogrids structure, the flexible beams strucrure, the geogrids and flexible beams structure are analysed with algor, and it is used to analys the influence of some paramenters. such as the modulus of structural layers, size of structure, place of structure, non - uniform settlements. and the contrast of the three structures is analysed in this paper. we can see the reasonable size and reasonable place through analyse. the analyse of the test road show that the structures worked well for about two years and the reflection cracks have not be found

    本文首先藉助algor有限元軟體對土工格柵處治結構、柔性枕梁處治結構及土工格柵與柔性枕梁復合結構進行了力學分析，包括各結構層模量影響規律分析，格柵及枕梁尺寸、位置影響規律分析，路基不均勻變形影響規律分析，各種處治結構間的對比分析等。通過分析，得出了各結構的合理尺寸及合理的布設方案。
  6. Based on the research to the stability variable cross - section beam, the bending defection differential equation of the variable cross - section beam in critical state of bucking is established. according to the edge condition of the structure, the differential equation is solved and bucking equation of variable cross - section beam is created. we can get the algorithm which can be used to calculate the equivalent inertia moment of the variable cross - section lattice structure when it is regarded as constant cross - section of solid web beam

    對變截面格構式構件的穩定性計算進行了初步的研究，通過建立變截面構件臨界狀態下彎曲變形的微分方程，根據變形邊界條件，得到了兩端鉸支的變截面梁失穩特徵方程，提出了幾種特殊形式的變截面格構式構件等效為等截面實腹式構件時等效慣性矩的計算方法。
  7. The products win our customers favor through excellent quality and reasonable price, achieve high reputation and sell well in middle east, america, japan, korea and etc. jinda is determined to set up a friendship bridge among the world customers, establish friendly cooperation and business, keep on making progress and provide our customers - both at home and aboard - with higher quality service

    產品遠銷中東、美，日，韓等世界各地，以卓越的品質和合理的價格贏得了客戶的親睞，在客戶中形成了良好的口碑。金達布藝還將全球各地的客戶架起友誼的橋梁，建立良好的業務關系，真誠合作，不斷的進取，為中外客戶提供更優質量的服務。
  8. There are many lifting equipments with thousands of varieties and specifications, such as l series of electric single beam cranes and manual single beam cranes, q series of electric bridge - style cranes, m series of gate - style cranes, qt series of tower cranes, and h series of electric hoist cranes, which are widely used in the industries of metallurgy, machine, mine, railway, port, oil, chemical industry, construction and so on

    集團的主要產品有l系列電動系梁起重機及手動單梁起重機， q系列電動橋式起重機， m系列門式起重機， qt系列塔式起重機， h系列電動葫蘆及其它形式的起重機械共有千個品種規格，廣泛應用於冶金、機械、礦山、鐵路、港口、石油、化工建築等行業。
  9. In a word, this paper offers an effective calculation analysis means for the skew bridges

    為斜交格子梁橋的內力變形分析研究和工程設計提供了更簡便、有效的數值分析計算工具。
  10. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  11. Lognitudinal and transversal members of grillage, regarded as cuved - beam element and straight - beam element, are analyzed by finite element method, and the module for grillage static analysis is formed, by using table of information of nodal point restraint to assemble stiffness matrix for structure in restraint

    將梁格縱橫構件分別按曲梁和直梁兩種單元進行有限元分析，引入結點約束信息表進行約束結構剛度矩陣的組集，形成了曲桿梁格靜力分析模塊。
  12. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比（均為l h = 1 . 0 ）剪力墻洞口連系梁在低周反復荷載作用下的試驗，了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）設計的連梁具有的抗震性能，研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響，並進一步對新的配筋形式的連梁進行了探討，了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較，最後得出結論： 《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）不能保證小跨高比連梁具有較好的抗震延性：通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯；梁端配置多排交叉斜筋的連梁具有相對較好的受力性能，其延性和耗能性能等各項性能指標均優于普通配筋連梁，宜在深連梁中採用。
  13. To improve computing precision, the latter applies interpolating function of curved - quadrilateral element containing six npdes to thicking the influence surface of grillage. compared with lagrangian interpolation for rectangular element and triangle plane interpolation, this way not only improves computing precision but be more suitable for the curved - bar grillage analyzing method introduced this paper

    為了提高計算精度，本文應用六結點曲邊四邊形單元插值函數加密梁格影響面，與矩形單元拉格朗日插值及三角平面插值方法相比，不但提高了計算精度，且更適于曲桿梁格分析。
  14. Displacement method in structural mechanics and generalized grillage analogy method are combined to analyze skew support continuous curved t girder bridge, when calculating inner forces of a single curved beam, calculate its deformation, then at the base of basic principle of generalized grillage analogy, derivates calculating equations of load lateral distribution and inner forces of skew support continuous curved t girder bridge

    對斜支承連續曲線t梁橋進行分析時，採用結構力學的位移法與廣義梁格法相結合，在求解單根曲線梁內力的同時，求得其變形，在此基礎上利用廣義梁格法基本原理，進行荷載橫向分佈及內力計算，推導出斜支承連續曲線t梁橋的內力與荷載橫向分佈計算公式。
  15. Large diameter prestressed concrete tubular pile is one of the new type of pile foundation structure developed in the period of sixth five - years plan, the category and specifications of this kind of concrete tubular pile improved continually from the only one al type to a, b, c three category including seven types with the development of harbor industry, and applied in more than forty large scale harbor and bridge projects. the advantages of this product such as better structure performance, lower investment and higher construction speed were fully embodied in such projects

    大直徑預應力混凝土管樁是我國從「六五」期間開始的新的樁基結構形式，隨著港口事業的發展，大直徑預應力混凝土管樁的品種與規格不斷得到拓展，從原來的單一的a1型樁發展到a 、 b 、 c三類7種規格的系列產品，在全國四十多座大型碼頭和橋梁工程中得到應用，充分體現了大管樁這一產品結構性能好，投資省，速度快的優勢。
  16. 2. based on the muller - breslau principle, formulars of equivalent nodal loads for the curved - and straight - beam element while occuring unit relative constrained displacement have been deduced. the influence surface of the internal force for grillage has been analyzed by combining kinematic method with finite element static method, using the superposition principle applied to little deformation

    根據米勒-布雷斯勞原理，推導了曲梁、直梁截面發生單位強迫相對位移時的等效結點荷載計算公式，運用小變形的疊加原理，將梁格機動分析與梁格有限元靜力分析相結合建立了內力影響面。
  17. The optimization problem of parameters, example hourglass coefficient, mesh size, jointing simulation and so on, which affect the result of crash simulation, is solved. the size and number projects of steel panel and square column, which make deceleration curve of sled reach the requirement, are found by simulation

    模擬分析研究成功地解決了影響碰撞模擬結果的「砂漏」系數、網格大小、焊接模擬參數等各種相關參數的優化處理問題，為臺車碰撞試驗中得到符合要求的臺車減速度曲線提供了鋼板或方形梁的最佳尺寸及組合方案。
  18. Liang used wang ' s philosophy as a basis of his theory just because the action - directed inclination of the research of wang in japan

    梁正是看到了日本陽明學中反映出來的一個內在取向和側重行動的人格形象，才相信王學可以擔此重任。
  19. A theoretical analysis of local damage in a thin ductile tube hit by a flat - nosed missile laterally is developed to predict local failure due to plugging by the beam - on - foundation model. the effect of internal press was considered, and differential equations was obtained which can predict the ballistic speed of the missile which impact the tube filled with water. it can be solved by runge - kutta method

    採用地基梁模型對平頭彈體側向沖擊鋼管的沖塞型破壞模式進行了理論分析，考慮了充壓情形下內壓的影響，導出了鋼管在沖擊過程中的運動方程，可以用龍格?庫塔法進行數值求解來確定彈體沖擊充液壓力管道的彈道極限速度。
  20. The main style of the commercialization of right to personality is agreement to be used by others people. in reality, the agreement to use the personality right principally embodies evaluation for investment, image ambassador, name of sponsor, agreement of his name as company name, permission of his name, portrait as trade mark, allowing his name to register domain name by others people. the other style of the commercialization of right to personality is commercial use of the dead of personality right

    人格權商品化的利用制度是連接權利人和使用者之間利益的橋梁，許可他人使用是自然人人格權商品化的主要形式，在實際生活中，人格權的許可使用主要表現為作價投資、形象大使、贊助用名、將姓名許可他人作為商號使用、將姓名、肖像等許可他人作為商標使用、將姓名許可他人注冊為域名使用等形式，對死者人格權的商業利用是人格權商品化的另外一個主要表現形式。
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