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rigid beam中文是什么意思

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  • Analysis on prying force of semi - rigid beam - to - column connections in steel structure
    鋼框架梁柱螺栓連接的杠桿力分析
  • Mechanical analysis of semi - rigid beam - column joints with angular steel connection
    角鋼連接半剛性梁柱節(jié)點的受力性能分析
  • By contraries , lateral displacements are more in frame that include more flexible connections . finally , the formulas of moment of semi - rigid beam are derived
    而非支座結(jié)點在不同荷載步下的側(cè)向位移則明顯小于初始轉(zhuǎn)動剛度較小的時候。
  • As the research of this kind of connection is not enough in our country , this paper mainly discussed the behavior of rigid beam - to - column connection with t - stub
    T形件連接的梁柱剛性節(jié)點在美國和日本有著廣泛的應(yīng)用,然而在我國對這方面的研究并不充分。
  • To analyze the stress performance ( moment - rotation relationship ) of semi - rigid beam - to - column connections in steel structures , we can build an analysis model based on 3d finite element method
    摘要分析研究鋼結(jié)構(gòu)半剛性連接的受力性能(彎矩轉(zhuǎn)角關(guān)系) ,可以采用實體有限元建立分析模型。
  • Depending upon stiffness and strength requirements , this transfer of bending moments can be achieved by either semi - rigid or rigid beam - column connections . in both case , the intersection between beams and columns ( the beam - column joint ) will be subjected to high shears
    本文從節(jié)點域的屈服過程,破壞機理入手,采用虛功原理,對節(jié)點域屈曲進行了推演,得到了節(jié)點域破壞的最大剪力,以及屈服后所能承受的剪力。
  • ( 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(xiàn)有的橫向分布理論為基礎(chǔ),結(jié)合大懸臂波形鋼腹板組合挑梁的結(jié)構(gòu)特點,提出了修正剛接梁法的計算方法,能夠方便地計算變剛度懸臂組合梁任意點位的橫向分布系數(shù)。
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