梁板基礎 的英文怎麼說

中文拼音 [liángbǎnchǔ]
梁板基礎 英文
beam and slab foundation
  • : 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...
  • : 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) ...
  • : 名詞(墊在房屋柱子底下的石頭) plinth
  1. Comparing with the same category overseas jointless bridges, the new type bridge has more reasonable structure, more simple and convenient construction, and better use effect etc. the main work in this paper is described as follows : ( 1 ) this paper introduces phylogeny and reseach survey of the joints bridge inland and abroad, and a new jointless bridge structure ? new type semi - integral abutment bridge is based on these, which characteristic of own structure and setting of primary component are expatiated. ( 2 ) this paper analyses influence of temperature effect, creep, shrinkage and circumambient soil of run - on slab on the new type structure, and analyses the forcing performance of beam, abutment and run - on slab of the new type semi - integral abutment bridge, and constrast to the same category joints bridges

    本文主要做了以下工作: ( 1 )介紹了無縫橋在國內外的發展歷史、研究概況,並在此上提出了一種新的無縫橋結構形式-新型半整體式無縫橋,闡述了它特有的結構形式以及主要構件的設置; ( 2 )分析了溫度效應、徐變和收縮以及搭周圍土體對這種新型結構的影響,對新型半整體式無縫橋主、橋臺以及搭進行了受力性能分析,並和同類無縫橋進行了對比分析。
  2. 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

    結合密肋復合墻的特殊構造,建立墻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肋柱同時加強,得出墻的彈性計算常數及剪切常數,在此上,進一步將墻簡化為各向同性的計算模型,給出墻彈性模量及剪切模量實用計算公式,為密肋復合墻的實用彈性剛度計算公式提供必要的參數。
  3. 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、分析驗證的上,對典型組合墻體在不同連接構造和不同荷載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、邊框柱截面尺寸、邊框柱配筋大小以及墻內肋肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響,得出其變化規律。
  4. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱橋面鋪裝工程,從鋪裝層環境溫度變化范圍、交通量等使用條件出發,在用algorfeas有限元分析軟體分析鋪裝層受力變形上,提出了(即鋼+金屬鋅塗層+封閉層+粘接劑+預拌瀝青碎石+雙層sma )的高性能鋼橋面sma鋪裝體系,並對這種sma的組成材料,包括改性瀝青、集料、礦粉、纖維進行了比較研究,設計了這種sma的配合比,對sma混合料的性能進行了對比試驗,對這種sma方案進行了疲勞性能研究,驗證了所選擇sma方案的可行性。
  5. Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

    本文首先對于托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述;其次對該項技術工程分類及適應范圍進行了理論上的分析研究;然後結合工程實例對該項技術進行了方案設計,對比幾種不同的托換方案和節點及構造設計,提出了「通筋穿柱法」做承臺, 「抗彎抗剪錨筋法」強化柱加固效果, 「鋼箍法」做地鋼筋連接點等多項技術;在施工方案的研究和實施過程中,對于工程施工組織進行綜合闡述,並就人工挖孔樁、承臺、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施,人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型,使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序;承臺施工採用主筋橫穿柱身化學膠錨固等;地下加層綜合施工技術採用土方分層對稱平衡開挖,分段挖土做筏結構自穩等;最後對于該工程實施后的效果分析,說明該項綜合施工技術的可行性。
  6. The finite element methods of composite cables, composite laminated plates, composite beams, composite stiffened plates, composite sandwich plates, composite shells and textile composite structures are discussed. these theories lay a foundation for the finite element method of the analysis of the static and the dynamic properties of the composite space structures

    並且一一討論了復合材料索、復合材料、復合材料、復合材料加筋、復合材料夾芯、復合材料殼以及紡織結構復合材料的有限元分析方法,為對復合材料大跨空間結構體系進行靜力和動力的有限元分析方法奠定了理論
  7. First, the open - ending of chinese offers all - direction gaps ; then the vagueness leaves enough scope for furthering research ; the elements of this subject paves a springboard. the synthesis of chinese constructs a bridge for it. the period of fashion inserts fresh air into the research study. the key point of this essay is the implementation of strategies of teaching and learning into the chinese teaching by the method of research study

    語文學科的開放性,為研究性學習提供了多向性介面;語文學科的模糊性,為研究性學習留下了深入鉆研的餘地;語文學科的性,為研究性學習鋪設了跳;語文學科的綜合性,為研究性學習搭建了橋;語文學科的時代性,為研究性學習注入了活水。
  8. This paper presents the experimental results of typical elements of field works such as reinforced concrete beams, fiber glass reinforced plastic honeycomb sandwich plates, flexible covers ; examines the interrelationship of the loads and deformation under the condition of large deformation ; obtains the laws governing the interaction of the medium and the structure ; solves the design and calculation problems related to shallow buried structures in soil

    本文在對大量試驗資料進行整理和作了大量分析計算的上,選取了野戰工事中有代表性的構件即鋼筋混凝土,玻璃鋼蜂窩夾層和帆布被復作為研究對象進行試驗研究。深刻地考察了大變形條件下荷載和變形之間的內在關系,進而掌握了介質與結構相互作用的規律,較好地解決了土中淺埋結構的設計計算問題。
  9. The experiment of falling bar and hopkinson bar were carried out, useful conclusions were made, and good datum was obtained. in chapter 6, based on the results of chapter 5, some improved schemes were put forward, and designed a new structure. the performance of the new structure would be improved greatly

    第六章在根據第五章測試結果中發現的問題,提出了一些改進的方案,對原雙薄島結構進行了改進,在此上提出了一種新的結構,新的結構在性能上要比原有結構有了很大的改善。
  10. Based on the research of influenced parameters on constant and varying depth solid web box girder before, the shear lag aroused by the parameters including width - span ratio, outstanding flange on base slab and the position of the tendons are further studied. the investigation show that shear lag values diminish along with the decease of width - span ratio and the departure from the symmetrical axis of anchor position, but outstanding flange is contrary to the former

    在前人對等截面、變截面實腹箱剪力滯效應影響參數研究的上,本文進一步對腹開孔的連續箱的寬跨比、底翼緣伸出以及預應力錨固位置改變等參數對箱剪力滯的影響進行研究。
  11. Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad

    然後,本文在考慮材料、幾何和狀態三重非線性的上,對該連接形式進行了全面的計算機模擬,主要考慮了帶懸臂段全螺栓拼接的樑柱連接節點與無拼接的樑柱連接及翼緣對接焊接腹拼接的連接節點的對比,各種設計方法之間的對比,以及翼緣拼接和腹拼接的螺栓間距、直徑和數量,拼接點與端之間的距離,和柱的翼緣、腹厚度,柱的軸力,接觸面的摩擦系數,翼緣和腹拼接的厚度等因素的影響。
  12. Based on analyzing the exploitation and applying of bridge bearing, aiming at the hotspot of bearing research, the paper introduces the isolation bearings " structure and working mechanism. the paper also brings forward a promising isolation bearing model - polysaccharid sliding rubber bearing + high damping rubber damper

    本論文在分析國內外橋支座開發應用現狀的上,針對目前橋支座開發研究的熱點,對現有減震支座的構造和工作機理做了簡單的介紹。認為聚四氟乙烯滑支座+高阻尼橡膠阻尼塊分離式減震支座是一種很有發展前景的減震支座形式。
  13. On basis of the producing fact of kiu ming heavy machine ltd, the author get much fact material through inner research, and presents a imagine of new corrugated - web structure of overhead traveling crane. through enough compare and argumentation, this paper presents using sine curve as corrugated sheet of web

    作者根據昆明重機股份有限公司的生產實際,深入調查研究,在掌握大量生產應用實際的資料上,提出了橋式起重機的箱形主的新型波形腹結構的設想,並在充分比較和論證的上提出了以正弦曲線波形作為腹的波形。
  14. Since the air pressure sink - box technology was abandoned, and the steel - plate peg round the barrage pipe peg foundation was adopted at first time in the wuhan changjiang bridge project, the steel round the barrage has been adopted in bridge foundation construction more and more. especially after the double wall steel sink well round the barrage bore peg foundation was creatively adopted in jiujiang changjiang bridge foundation, which was built in 1985

    自從武漢長江大橋工程中擯棄了過去一直沿用的氣壓沉箱,首次採用了鋼樁圍堰管柱以來, 1985年建成的九江長江大橋獨創性地採用雙壁鋼沉井圍堰鉆孔樁,鋼圍堰在橋施工中的應用越來越多。
  15. As regards to the spheric thin shell structure under external hydro static pressure, basing on flat - plate theory and by using basic von karman equations for large deflection, the equilibrium problem of axisymmetric bending of the spheric shell under uniform external pressure is simplified to an equilibrium problem of bending of elastic basic flat - plate and further converted into an equilibrium problem of beam on elastic fundation taking into consideration of the deformation characteristics

    對球形薄殼結構隨靜水外壓的情況,應用平理論中的vonkarman大撓度本方程,將球形薄殼在均勻外壓下的軸對稱彎曲平衡問題簡化為彈性的彎曲平衡問題,進而再根據變形特點將其轉化為彈性的復雜彎曲平衡問題。
  16. With the extensive application of composite structures, the behavior of composite actionbetween concrete floor and steel beams has become an attractive area for research. consideringthis kind of combination function, the frame should be designed according to steel - concretecomposite frames, and the working behavior of its beam - column connections is the basis ofanalytic foundation of such frames

    隨著組合結構的廣泛應用,考慮鋼筋混凝土樓和鋼之間的組合作用也正成為人們越來越關注的研究課題,考慮這種組合作用后,框架應該按鋼-混凝土組合框架進行分析設計,其樑柱連接節點半剛性工作性能的分析是這種組合鋼框架結構分析的
  17. ( 2 ) based on the existing theory of lateral load distribution rule, and combined the structure characteristic of pre - stressed lager cantilever composite beam with corrugated steel webs, this thesis proposed the modified rigid beam method. taking this method, it is facilitated to compute the lateral load distribution factor of bearing composite cantilever beam with variable - stiffness under the load in arbitrarily position

    ( 2 )以現有的橫向分佈理論為,結合大懸臂波形鋼腹組合挑的結構特點,提出了修正剛接法的計算方法,能夠方便地計算變剛度懸臂組合任意點位的橫向分佈系數。
  18. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈塑性性能,本文在國內外現有研究的上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、和剪力墻,推導了相應的剛度矩陣並給出了恢復力模型;結合試驗研究和精細有限元分析的結論,提出線性和非線性單元相結合,剛性樓假定和彈性樓相結合的建模方法,較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題;接力大型有限元分析程序? ? ansys ,在上述建模思路的指導下建立了結構的空間非線性分析模型,進行了空間三維彈塑性時程分析。
  19. Grillage girder is always used for analysis the structures, such as dense ribbed slab, superstructure of bridge and grid - mat foundation. in this paper, a mechanical model for grillage girder by elastic supporting is proposed, and used for analysis the track structure for the first

    交叉系一般用於求解密肋式屋面、橋樑上部結構和格式等結構,本文提出一種彈性支承交叉系模型,並首次用其求解軌道結構。
  20. Based on the results of previous researchers, the following instigations have been carried out in this paper : ( 1 ) employing a reasonable local resonance model which can accurately embody the heat - generation behavior due to resonance and vibration - heat mode in delaminated region, the dynamic response and temperature distribution in the small delamination region of a laminated beam are formulated. influence of the excitation frequency on the temperature gradient formation is analyzed numerically, and several meaningful conclusions are drawn. ( 2 ) for laminated plates with delaminations, due to complexity of the analytical solution, the finite element method is employed to analyze their temperature distributions and satisfactory results are also obtained

    本文在前人研究的上,對此方法進行了進一步的探討,主要做了以下的工作: ( 1 )選取合理的、能夠準確反映由共振而產生熱量的行為的局部響應模型,以及合理的振動熱模式,推導了一維層合小脫層區域的振動響應及的溫度分佈,並編製程序計算了該層合在激勵一段時間后的溫度分佈趨勢,分析了激勵頻率對溫度梯度形成的影響,得到了一些有意義的結論; ( 2 )對於二維層合,由於解析解的形式異常復雜,本文採用有限元計算軟體對其溫度分佈進行了分析,也得到了較為滿意的結果。
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