beam steel 中文意思是什麼

beam steel 解釋
梁鋼筋
  • beam : n 1 梁,棟梁,桁條;(船的)橫梁。2 船幅;(動物、人的)體幅。3 (秤)桿,杠桿,(織機的)卷軸,...
  • steel : n 1 鋼,鋼鐵。2 鋼製品;刀,劍,打火鐮;(女人胸衣等中的)松緊鋼條[絲];鋼磨;〈美國〉剃刀,小刀...
  1. The research is that : after the same cyclic number of loading times, the steel stress of reinforced beams was much smaller than that of common beam ; the deflection of reinforced beams was decreased by 40 % - 50 %, therefore, the anti - transformation of the reinforced beams is enhanced greatly

    研究發現:經過相同次數的疲勞荷載作用后,完好加固梁的鋼武漢理工大學碩士學位論文筋應變小於未加固梁,加固梁的變形減少了40 %一50 % ,加固梁的疲勞壽命提高t60 % ~ 80 % 。
  2. It provides strong basement for the research of design. the method of structure analysis commended by this paper is based on nonlinear finite - element, diathermanous and elasticity mechanics. it found the model of a steel beam pressed by gravity and temperature in the condition of indoor fire

    本文提出的結構分析法是在大量參數分析的基礎上,以非線性有限元、傳熱學及彈性力學為基礎,利用ansys軟體,建立一個鋼框架梁在室內局部火災條件下的傳熱模型與在重力荷載及溫度荷載共同作用下的受力模型。
  3. In addition to, the fatigue crack between web and upper flange of welded steel crane beam on heavy duty service was discussed, and based on long - term observation and research, the author classified fatigue crack into bearing type and middle type crack along the horizontal direction. the causation, distributive law and mechanism of the crack were analyzed, and the precautions to take and the measures to remedy crack were presented. the main defacts including damage, crack, erosion and aging in structures, especially in concrete structure were introduced ; the defact mechanism was analyzed and the precautions to take were also given

    另外,作者對重級工作制焊接鋼吊車梁腹板與上翼緣連接焊縫的縱向水平疲勞裂縫進行了長期的觀察和研究,根據疲勞裂縫產生的不同機理,將其分為支點裂縫和肋間裂縫,並討論了兩類裂縫產生的原因、分佈規律、機理以及防治的措施;對工程中經常遇到的結構構件,尤其混凝土構件的幾種主要病害(損傷、裂縫、腐蝕與老化)進行了機理分析並提出了防治措施。
  4. Shaped steel / steel profile concrete beam. its characteristic is to enwrap a layer of concrete outside of the structural steel beam

    採用型鋼混凝土大樑,它的特徵是在鋼結構梁外面再包裹一層混凝土外殼。
  5. With the application of concrete - filled steel tubular member to mega - frame structures, the connection forms of main beam - column can be classified as welded rigid connection, bolted gemel connection and semi - rigid connection

    摘要隨著鋼管混凝土組合截面日愈增多地應用於巨型框架中,主框架樑柱的連接形式分為焊接剛性連接、螺栓鉸接與半剛性連接。
  6. The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls

    該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件,以輕質節能保溫型墻體作為圍護結構組成。
  7. How does a laser beam vaporize steel ?

    激光束是怎樣使鋼氣化的?
  8. The steel construction is made up of roof beam, post, purlin, roofing and wall, adopt the automatic production line to weld and take shape in the factory, construction site spend high - strength bolted joint reduce weld work load, make progress and quality receive the complete assurance

    鋼結構由梁、柱、檁條、屋面和墻體組成,工廠內採用自動化生產線焊接成形,施工現場用高強螺栓連接,減少了焊接工作量,使進度和質量得到完全保證。
  9. Steel moment - resisting frames with welded beam - to - column connections were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 northrige earthquake and the 1995 hyogoken - nanbu earthquake. these earthquakes also arouse engineers to resurvey the behavior of end - plate connections

    傳統觀點認為,樑柱焊接剛性連接具有較好的抗震性能,因此在工程中得到了廣泛地應用,但1994年的northrige地震和1995年的阪神地震改變了這種傳統觀點,這兩次地震也引起了工程技術人員對端板連接的再審視。
  10. A special steel spreader beam was used to erect the fabricated cage in its proper position in the roadway structure.

    使用一個特製的鋼托架來安裝預制的錨固橫梁的鋼筋骨架,使其就位於上部結構內預定的位置上。
  11. This paper presents the structural design of the main bridge of lhasa river bridge, makes a deep - going study of the key techniques for design of the bridge, such as the reasonable span length ratio of each span of the 5 - span girder and arch hybrid structure, mechanical behaviour of the dual arch ribs, and section of the continuous girder tie beam, and also works out rigidity and stress conditions of the continuous girder tie beam and stress conditions of the concrete - filled steel tube arches of the main bridge

    摘要介紹了拉薩河特大橋主橋結構設計情況,對於五跨梁拱組合橋梁各孔跨合理的跨度比、疊拱的受力行為及連續梁系桿截面形式等設計中的關鍵性問題進行了深入的研究,給出了主橋連續梁系桿的剛度和應力情況、鋼管混凝土拱的應力情況。
  12. The results indicated that the anchoring effect was better with angle steel than with cfrp, and that anchoring was very important at root of beam, which can avoid occurrence of tympanites like cfrp

    可以看出:採用角鋼錨固的效果要比採用碳纖維布錨固好,梁根部的錨固也非常重要,可以避免類似碳纖維布被拉鼓現象的發生。
  13. At last, the effect of the steel yield strenth, the yield - to - ultimate stress ratio, the shape and size of the access hole is researched. in conclusion, the finite - elenent model and the program adoped in this paper can well similate the response of beam - to - cloumn connections uder cyclic load

    本文所建立的模型及採用的程序能夠很好的模擬、研究在循環荷載作用下剛性樑柱連接的反應,為進一步研究剛性鋼框架樑柱連接的抗震性能打下了基礎。
  14. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析,本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗,以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數,分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比( n = 0 . 3 、 0 . 5 、 0 . 6 )條件下,節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性;分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力;分析了試驗節點的滯回性能和耗能能力。
  15. These measures included the slope horizontal displacement monitor, the supporting structure swag monitor, the subsidence monitor, the pre - stress of anchor monitor, the ribbed beam steel stress monitor. we monitored the whole process and got feedback information in time, so the trend and development of slope " s displa

    在施工過程中,我們採取了邊坡穩定性安全監測措施,主要包括邊坡水平位移觀測及支護結構撓度觀測;沉降觀測;以及錨桿應力監測;助梁鋼筋應力監測等。進行全過程的檢測並及時反饋信息,隨時掌握邊坡的位移趨勢與發展。
  16. In this thesis, nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys. the capacity, stress, displacement and other abilities of joints was analyzed

    本文應用大型有限元軟體ansys對兩個不同類型的鋼梁?鋼骨混凝土柱樑柱節點的承載力、應力、應變及其它性能進行了非線性有限元分析。
  17. In the ansys software environment, two three - dimensional finite models are constructed, based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 )

    本文在鋼梁?鋼骨混凝土柱節點抗震性能試驗研究的基礎上,應用大型有限元軟體ansys對其中兩個不同類型的節點試件進行了非線性有限元分析。
  18. Practice on bolt beam steel mesh combined support in deep seam roadway

    深部全煤巷道錨梁網支護實踐
  19. Hot - rolled beam steel - dimensions, shape, weight and tolerances

    熱軋工字鋼尺寸外形重量及允許偏差
  20. Hot - rolled beam steel dimensions, shape, weight and tolerances

    熱軋工字鋼尺寸外形重量及允許偏差
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