面板荷載 的英文怎麼說

中文拼音 [miànbǎnzǎi]
面板荷載 英文
deck load
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 荷名詞(蓮) lotus
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 面板 : [機械工程] face plate; panel; panel board; frontpanel; face ply [veneer]; surface veneer; skin pl...
  1. The live loads were applied by a standard system of ring dynamometers with attachment points distributed uniformly on the upper surface of the decking.

    用一系列標準環式測力計施加活,其接觸點均勻分佈於的上部表
  2. Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed

    在對密肋復合墻運用ansys ~ ( ( ? ) )程序進行數值模擬、分析驗證的基礎上,對典型組合墻體在不同連接構造和不同效應組合作用下的受力形態和破壞模式進行研究;計算分析了復合墻體剪跨比、邊框柱截尺寸、邊框柱配筋大小以及墻內肋梁肋柱配筋等諸多因素對密肋復合墻體承力及剛度的影響,得出其變化規律。
  3. The paper is based on innumerable practical heavy - load road data, deliberate heavy - load standard in detail through theoretical arithmetic, and bring heavy - load standard about cement concrete pavement and asphalt concrete pavement separately ; in the meantime, through a large quantity of cement concrete pavement stress calculation, the paper puts forward relation expression between load on concrete board and stress level under board ; meanwhile, the paper puts forward traffic classification about cement concrete pavement and asphalt concrete pavement ; through bearing board testing on each structure sheaf the paper finds the material modulus gets modified ; through comparing position equivalent rebound modulus to theoretical equivalent rebound modulus, the paper points out limitation of nomograph in course of cement concrete pavement design, whereby, puts forward modifier formulas about theoretical equivalent modulus

    本文以大量的重道路資料為主,從實際出發,結合理論計算,對重標準進行了詳細的討論,分別給出了水泥混凝土路與瀝青混凝土路的重標準了;同時,通過大量的水泥混凝土底應力計算,推導出了混凝土面板荷載底應力水平的關系式;給出了水泥混凝土路與瀝青混凝土路的交通分級;通過對試驗路各結構層進行承測試,發現現有材料模量較以前有了明顯的提高;對比現場實測的當量回彈模量與理論當量回彈模量,指出現有水泥路設計中的諾謨圖不能完全符合現有道路材料,從而提出了對理論模量的修正公式。
  4. 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

    傳統閘室結構計算有兩種計算方法,其一是將閘墩視為固端于堰體上,單獨進行閘墩平受力計算,再將閘墩下部的計算結果(彎矩和垂直力)作為集中作用於堰體上,堰體作為彈性地基梁或進行片應力計算。
  5. The work in this thesis mainly includes following parts : 1. as for box girder cross section, the three - bar stimulation method under typical loads and supports has been introduced. the force and stress formulae for flanges have been derived from the three - bar method. by reasonable simplification for multi - cell box girder, the three - bar method has been applied in multi - cell box girder ' s shear lag analysis

    對于箱形截主梁,本文介紹了三桿比擬法上、下翼中比擬桿的計算公式,以及在典型和支承的情況下翼內各桿的應力計算公式,並對多箱式主梁截進行合理簡化,使三桿比擬法應用於多室箱梁的剪力滯分析。
  6. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋鋼混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸的分析研究。根據將橫肋、鋼筋及三維波紋鋼的作用均勻分佈在殼體范圍內的情況,忽略橫肋、鋼筋及三維波紋鋼沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波紋鋼混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋鋼混凝土拱型復合結構在分佈和集中作用下的位移響應和應力響應,並與普通殼體進行了比較。
  7. The rule of loads and settlement is concluded from numbers of settlement observation points ’ data. and in actual construction, this rule could be used to prevent immediate settlement under the accelerated load, and also, the serious result of the soil destruction could be avoided. at last, a proper method of settlement computing is derived from the identified rules, which can be used to guide the practical construction work, of course, meeting the compulsory standards of the settlement control well

    採用逆作法施工,現實地解決了樁、土與筏接觸的變形協調關系;通過對樁、土受過程的實際測試,得出了樁、土分擔比例和變化過程,從而為樁、土的計算提供實際依據;從設置的大量沉降觀測點中所得到的沉降資料,得出、沉降變化規律,從而指導在實際施工中,防止加過快而導致速沉,避免由此帶來的土體破壞的嚴重後果;通過沉降規律分析,得出了適用於軟土地區的樁基沉降計算方法,用於指導實際施工,以滿足沉降控制的強制性標準。
  8. This idealization would, however, disguise the fact that the thin web beneath the point load is in danger of buckling.

    然而,這個理想化的結構不能指出在集中薄腹處于屈曲危險的現象。
  9. ( 3 ) it is known that load effect is not consistent with the section resistance incommon section continuous composite beam. a kind of composite beam with itsrational section size is suggested, which is consist of the t shape concrete beam andsteel girder. this kind of composite beam not only has enough carrying capacity, almost has same positive and negative resistance moment, but can decrease theamount of the steel

    ( 3 )分析可知連續組合梁的跨中、支座截作用效應及截抗力規律不匹配,本文提出了採用t形混凝土梁和工字鋼代替一般的混凝土和工字鋼的組合梁截形式,並給出了截尺寸比例,能使正負截抵抗矩接近,符合組合梁受力特徵,減少了材料用量,滿足承力和剛度等要求。
  10. Modeling the general solid web continuous box girder and opening - in - web ( open web ) continuous box girder by ansys finite element modeling tool, node stress of governing section and corresponding shear lag values are analyzed. the solution is validated by comparing with variational results and modeling test values. based on the model, the section shear lag induced by dead load, prestress tendons and car loads under the most unfavorable condition and lateral symmetry are also approached. the influence of shear lag effect in double - level continuous box girder is considered with opening - in - web and the web location. the analysis indicates that double - level - load arouses less shear lag effect than one - level - load. when self - weight and prestressed tendons act on together, the shear lag effect on box girder take on a evidently change

    基於所建立的有限元模型,本文分別對實腹和腹開孔兩種箱梁在恆、車、預應力作用時,各主要截的剪力滯效應進行分析,通過施加縱向最不利的和橫向對稱的車輛,研究實腹連續箱梁和空腹連續箱梁在承受雙層和單層時引起的剪力滯效應,並考慮腹開孔及開孔位置對于連續箱梁剪力滯效應的影響。分析表明,雙層車對于箱梁引起的剪力滯系數比單層車的影響要小,對于箱梁中存在引起的剪力滯后現象有一定的改善作用。
  11. During the past years a great deal of interest has been devoted to the study of ceramic composite armor due to the application in defense, in the light of recent work of ceramic / composite armor the dissertation provides the defensible performance of ceramic / metal, ceramic / non - metal light armor and multi - layer ceramic composite armor and its optimization design. at one time, it motives us to study the smash mechanism of ceramic facet plate under the effect of impact load and to analyzed different defensible performance from homogeneous armor

    本文針對陶瓷復合裝甲的研究現狀,深入系統地研究了陶瓷/金屬、陶瓷/非金屬輕型裝甲和陶瓷多層復合裝甲的抗彈性能及優化設計,同時研究了在沖擊作用下陶瓷的破碎機理,對陶瓷復合裝甲不同於均質裝甲的抗彈性能進行了分析。
  12. Less frequently we apply the load directly to the surface by means of hydraulic jacks and distribution plates.

    用液壓千斤頂與分佈直接施加于表的方法較不常用。
  13. All the researched results prove the era method is steady and suitable for those structures : spacecraft 、 beam - plane structure 、 truss structure 、 frame 、 bridge, etc. on the basis of the consideration of the above, the major job of the article is to discuss how to identify the parameters of the long - span structure with the method of era under the action of the wind loads

    但是,國內外已有的相關文獻,對于下的結構均進行了相關的研究,如航天器、梁結構、桁架、框架、橋梁等。基於以上考慮,本文主要工作,就是探討在風激勵作用下,如何用era演算法識別大跨空間網格屋蓋結構的模態參數。
  14. The weight of the contents is transmitted by means of the floors to the beams.

    通過樓傳遞給梁。
  15. By low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. lastly, based the data got from the test, this paper analyses and value the seismic behavior of every members

    在試驗基礎上,研究了軸心受壓構件的承力計算和穩定問題;研究了低周反復水平加條件下,彎剪構件和整體空心墻的強度、變形、能量特性;軸壓構件的特徵值;彎剪構件和整體空心墻的滯回曲線、骨架曲線、延性等參數;從強度、變形和能耗等方判別和鑒定各構件的抗震性能,對各個構件給出了試驗的結論、評價。
  16. Standard test method for nonrepetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements

    用於公路和機場路設計和評定的土壤與韌性路成份的非往復靜立平的標準試驗方法
  17. The existing methods of structure design of concrete pavement with lean concrete base are analyzed, proving that the equivalent stiffness method is proper for calculating load stress but not for thermal stress

    對貧混凝土基層混凝土路現有結構設計方法的應力計算進行了分析,發現等剛度法用於雙層應力計算是可行的,但用於溫度應力計算會引起較大的誤差。
  18. When the load stress and temperature stress of road slabs combine in a disadvantaged state, pavment structures may be distressed when a large axle load loading one time, the fatigue of pavment structures becomes insignificant

    當路面板荷載應力與溫度應力的組合處于不利狀態時,過大軸的一次作用就可能造成路結構的破壞,路結構的抗疲勞性則無從談起。
  19. In the scope of linear elastic theory, the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory. the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate. and, the fundamental assumption of generalized beam theory ( gbt ) is surveyed

    本文在線彈性的范圍內從薄彎曲理論出發,討論了薄壁桿件理論與實體梁理論在基本假定上的一致性,並從薄橫向分佈形式的角度分析了符拉索夫薄壁構件理論的局限性,對考慮截畸變的梁理論? ?廣義梁理論( gbt )的基本假定進行了探討。
  20. Standard test method for repetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements

    用於公路路和機場跑道設計和評定的土壤與韌性路成分的往復靜態平試驗的標準試驗方法
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