例句與造句

1. 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
2. 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
3. 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。
4. 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用，然而在我國對這方面的研究并不充分。
5. 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)角關系） ，可以采用實體有限元建立分析模型。
6. It's difficult to find rigid beam in a sentence. 用rigid beam造句挺難的
7. 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。
8. ( 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,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)。