thin-walled beam 中文意思是什麼
thin-walled beam
解釋
薄壁梁-
The advanced point estimate method is presented to evaluate the random properties of the torsion of thin - walled beam
提出了改進點估計法來計算薄壁梁結構扭轉的概率特性。 -
As the basis of stochastic torsional analysis, a stepped thin - walled beam model with complex cross - sections of arbitrary shapes ( open, closed or mixed ) is established in this paper, which takes into account the effect of secondary shear flow resulting from warping restraint
摘要具有復雜斷面形狀的階梯精密梁模型作為扭轉隨機分析的基礎，可以計及翹曲約束引起的二次剪流。 -
( 2 ) the experiments of 8 full size cold - formed thin - walled c steel beam - to - column connections with self - drilling screws connecting
（ 2 ） 8個足尺自攻螺釘連接的冷彎薄壁c型鋼樑柱節點的試驗。 -
This thesis fetches cold - formed thin - walled c steel beam - to - column connections with self - drilling screw connecting for being researched object in cold - formed thin - walled light steel structure system, have done the following three parts of research work to the performance of beam - to - column connection : ( 1 ) the resisting shear strength experiments of 20 pieces of jointing connected by self - drilling screws
本文取冷彎薄壁輕鋼龍骨住宅鋼結構中用自攻螺釘連接的c型鋼樑柱節點為研究對象，對節點的連接性能作了如下三部分研究工作： （ 1 ） 20個自攻螺釘連接試件的抗剪承載力試驗。 -
By an example, the warping theory of the thin - walled beam is compared with and distinguished from gbt, while the contribution and the defect of the former is presented
本文通過算例對廣義梁理論和薄壁桿件翹曲理論進行了比較研究，並指出了後者的貢獻和局限性。 -
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板彎曲理論出發，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，並從薄板荷載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，對考慮截面畸變的梁理論? ?廣義梁理論（ gbt ）的基本假定進行了探討。 -
Because numerous mega - columns and mega - beams of mega - frame are thin - walled beam, hence the torsion can " t be neglected in structural calculation, and so in the calculation of structural overall stability, the coupling of bend and torsion can " t be neglected. the second is the thin - walled beam with opening section element which be considered effect of axis force and the coupling of bend and torsion
由於巨型結構中許多巨型柱和巨型梁為薄壁桿件，所以在結構計算中就不能忽略扭轉，同樣在結構的整體穩定性計算方面就必須考慮彎曲與扭轉的耦合，所以作者推導了開口薄壁桿件在考慮軸力效應、彎曲與扭轉耦合時的單元。 -
Thin - walled box beam
薄壁箱形梁 -
The paper argues that there is an imperfection in the fundamental a ssumption o f g bt with regard to the traverse bending model of the plates, which consists of the thin - walled beam, and presents a new model to amend it
在廣義梁理論中，有關板件橫向彎曲模型的假定存在缺陷。本文就單一畸變模式新的模型對這一缺陷進行了修正。 -
A curved beam element is proposed for the elastic and elasto - plastic large - displacement analysis of thin - walled curved beams based on the new developed nonlinear theory. using polynomial displacement functions, the proposed element includes the second order effect associated with geometric and material nonlinearities
基於新的曲梁非線性理論，提出了一種以多項式作為位移模式，可以同時考慮幾何和材料非線性的薄壁曲梁單元，用於曲梁的彈性和彈塑性問題分析，並編制了相應的有限元程序。
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