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gable frame
相关语句
  下门式刚架
     Design and analyse of seismic action on steel structure of light-weight buildings with gable frame
     地震作用下门式刚架轻型房屋钢结构的设计与分析
短句来源
     According to Technical Specification of Steel Structure of Light-Weight Building with Gable Frame(CECS102∶2003),the design of seismic action on steel structure of light-weight buildings with gable frame is specified.
     在《门式刚架轻型房屋钢结构技术规程》(CECS102∶2003)中,对地震作用下门式刚架轻型房屋钢结构的设计作了专门的规定。
短句来源
  “gable frame”译为未确定词的双语例句
     Seismic analysis of trussed gable frame subjected to multi-support excitations
     多点输入下门式桁架结构的抗震分析
短句来源
     The Established equations of non-sway buckling can consider the effect of snap change effect of gable frame.
     建立了能考虑山形门式刚架跨变效应的无侧移失稳位移方程。
短句来源
     This paper mainly investigates the load capacity and stiffness of the rafter-column end plate connections in steel gable frame by static test of four connections.
     完成了4个门式刚架梁柱Γ形端板连接节点试件的拟静力破坏试验,对设加劲肋的外伸式端板连接节点的承载力和刚度特性进行了研究.
短句来源
     Results indicate that uniform vertical seismic excitation causes relative large responses in both the trussed gable frame structure and the reticular dome supported by a substructure and thus it should be considered in the seismic design of these structures.
     分析表明,竖向地震一致输入在门式桁架结构和周边支承网壳结构中将产生较大的内力,因此竖向地震作用在这两类结构的抗震设计中是必须考虑的。
短句来源
  相似匹配句对
     The Global Stability Analysis of Gable Portal Frame
     山形门式刚架的整体稳定分析
短句来源
     and the frame of the paper.
     五是提供论文的框架和总体写作思路。
短句来源
     Stress Analysis and In-Plane Stability of the Gable Portal Frame Members
     山形门架构件的应力分析和平面内稳定
短句来源
     NET, the frame of .
     NET,.
短句来源
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According to Technical Specification of Steel Structure of Light-Weight Building with Gable Frame(CECS102∶2003),the design of seismic action on steel structure of light-weight buildings with gable frame is specified.In this paper,the calculation examples are used to argue the influence of seismic action on some steel structural models,it also gives the influence of wind load effect and makes a comparision.At last,the calculation method of seismic action and the details of seismic design will be given.

在《门式刚架轻型房屋钢结构技术规程》(CECS102∶2003)中,对地震作用下门式刚架轻型房屋钢结构的设计作了专门的规定。通过算例分析,分别讨论了地震作用组合工况对几种型式门式刚架轻型房屋钢结构的影响,藉以探讨门式刚架设计过程中地震作用的计算和抗震措施等问题。

This paper mainly investigates the load capacity and stiffness of the rafter-column end plate connections in steel gable frame by static test of four connections. The test results reveal that end-plate connection in steel gable frames can be classified as semi-rigid and the rotation of the connection is mainly contributed by the shear deformation of the joint zone. The bolts are subject to both moment and tension action and the test results are in good agreement with the prediction performed by FEM....

This paper mainly investigates the load capacity and stiffness of the rafter-column end plate connections in steel gable frame by static test of four connections. The test results reveal that end-plate connection in steel gable frames can be classified as semi-rigid and the rotation of the connection is mainly contributed by the shear deformation of the joint zone. The bolts are subject to both moment and tension action and the test results are in good agreement with the prediction performed by FEM. In addition, the problem of the current code is discussed and some suggestions are proposed for improving the connection design.

完成了4个门式刚架梁柱Γ形端板连接节点试件的拟静力破坏试验,对设加劲肋的外伸式端板连接节点的承载力和刚度特性进行了研究.试验结果表明,必须考虑Γ形端板连接节点刚度对承载性能的影响,节点转动主要由节点域的剪切变形引起,受拉区的螺栓同时受弯矩和轴力作用.结合试验研究结果,对现行规范的相关设计原则进行了分析和验证,讨论了我国现行规范关于外伸式端板连接的设计方法中存在的问题,提出了一些设计建议.

The ANSYS Program is used to analysis the global stability of the hinged gable frames with different column heights,spans and slopes under the vertical uniform loading.It is indicated that the height-span ratio is the main affective factor to the stability of portal frame,when the height-span ratio is less than 1:5,the buckling style it is not the traditional theory deemed of'sway',but the'non-sway'style.The analysis also shows that the affective of axial force,moment and slope of beam should be...

The ANSYS Program is used to analysis the global stability of the hinged gable frames with different column heights,spans and slopes under the vertical uniform loading.It is indicated that the height-span ratio is the main affective factor to the stability of portal frame,when the height-span ratio is less than 1:5,the buckling style it is not the traditional theory deemed of'sway',but the'non-sway'style.The analysis also shows that the affective of axial force,moment and slope of beam should be taken.When analysis and account the portal frames had better use the overall response analysis.

应用ANSYS程序,在竖向均布荷载作用下,对不同柱高、跨度和坡度的柱脚铰接的山形门式刚架进行了整体稳定分析。分析发现:高跨比是影响门式刚架稳定的主要因素,在高跨比小于1/5时,不发生传统理论所认为的有侧移失稳,而是以无侧移失稳为主;应当充分考虑斜梁内轴力、弯矩以及斜梁坡度的影响,宜采用整体分析的方法对门式刚架进行分析和计算。

 
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