solid web造句
例句與造句
- Basic dimensions for fittings of solid web steel frame
實(shí)腹鋼門窗五金配件基本尺寸 - Test methods for fittings of solid web steel frame
實(shí)腹鋼門窗五金配件試驗(yàn)方法 - Technical requirements for fittings of solid web steel frame
實(shí)腹鋼門窗五金配件通用技術(shù)條件 - Solid web steel column
實(shí)腹式鋼柱 - Though the contrast of the algorithm used in cantilever lattice structure and cantilever solid web beam , we can get the algorithm that can be used to calculate the equivalent inertia moment of the lattice structure when it is regarded as solid web beam
并進(jìn)一步延伸到四肢格構(gòu)式構(gòu)件等效慣性矩的計(jì)算,給出了四肢格構(gòu)式構(gòu)件等效為實(shí)腹式構(gòu)件時(shí),等效慣性矩的計(jì)算公式。 - It's difficult to find solid web in a sentence. 用solid web造句挺難的
- Modeling the general solid web continuous box girder and opening - in - web ( open web ) continuous box girder by ansys finite element modeling tool , node stress of governing section and corresponding shear lag values are analyzed . the solution is validated by comparing with variational results and modeling test values . based on the model , the section shear lag induced by dead load , prestress tendons and car loads under the most unfavorable condition and lateral symmetry are also approached . the influence of shear lag effect in double - level continuous box girder is considered with opening - in - web and the web location . the analysis indicates that double - level - load arouses less shear lag effect than one - level - load . when self - weight and prestressed tendons act on together , the shear lag effect on box girder take on a evidently change
基于所建立的有限元模型，本文分別對(duì)實(shí)腹和腹板開孔兩種箱梁在恒載、車載、預(yù)應(yīng)力荷載作用時(shí)，各主要截面的剪力滯效應(yīng)進(jìn)行分析，通過施加縱向最不利的和橫向?qū)ΨQ的車輛荷載，研究實(shí)腹連續(xù)箱梁和空腹連續(xù)箱梁在承受雙層荷載和單層荷載時(shí)引起的剪力滯效應(yīng)，并考慮腹板開孔及開孔位置對(duì)于連續(xù)箱梁剪力滯效應(yīng)的影響。分析表明，雙層車載對(duì)于箱梁引起的剪力滯系數(shù)比單層車載的影響要小，對(duì)于箱梁中存在引起的剪力滯后現(xiàn)象有一定的改善作用。 - Based on the research to the stability variable cross - section beam , the bending defection differential equation of the variable cross - section beam in critical state of bucking is established . according to the edge condition of the structure , the differential equation is solved and bucking equation of variable cross - section beam is created . we can get the algorithm which can be used to calculate the equivalent inertia moment of the variable cross - section lattice structure when it is regarded as constant cross - section of solid web beam
對(duì)變截面格構(gòu)式構(gòu)件的穩(wěn)定性計(jì)算進(jìn)行了初步的研究,通過建立變截面構(gòu)件臨界狀態(tài)下彎曲變形的微分方程,根據(jù)變形邊界條件,得到了兩端鉸支的變截面梁失穩(wěn)特征方程,提出了幾種特殊形式的變截面格構(gòu)式構(gòu)件等效為等截面實(shí)腹式構(gòu)件時(shí)等效慣性矩的計(jì)算方法。 - 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(duì)等截面、變截面實(shí)腹箱梁剪力滯效應(yīng)影響參數(shù)研究的基礎(chǔ)上，本文進(jìn)一步對(duì)腹板開孔的連續(xù)箱梁的寬跨比、底板翼緣伸出以及預(yù)應(yīng)力錨固位置改變等參數(shù)對(duì)箱梁剪力滯的影響進(jìn)行研究。