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Home > chinese-english > "ribbed panel" in English

English translation for "ribbed panel"

肋板

Related Translations:
ribed:  里韦德
slipping rib:  滑动肋
nose ribs:  前缘肋
ribbed frame:  肋形外壳有肋框架有肋立柱
center rib:  中心花纹条
floating ribs:  背浮肋浮肋
ribbed bar:  带筋钢条竹节钢筋
rib fill:  带状充填
ribbed funnel:  线沟漏斗
ribbed paper:  条纹牛皮纸
Example Sentences:
1.Finally , this paper evaluates the structure system of multi - rib panel , and brings up some correlative suggestion
最后,本文对本结构体系进行了总体评价,并展望未来,提出相关建议。
2.First , failure pattern , deformation character , carrying capacity and rigidity of multi - rib panel with outer lightweight frame under seismic loading are analyzed synthetically in the paper
文中首先对带边框密肋复合墙板在地震作用下的破坏模式、变形特征、承载能力及刚度进行了综合分析,并与组合砖墙的受力性能进行对比。
3.With seismic loading tests on multi - rib composite walls and integer building models , this paper researches comprehensively on practical design methods for the structure of multi - rib panel , and provides the theoretical foundation for engineering application of this structure system
本文结合密肋复合墙板力学性能试验及整体房屋模型试验,较全面分析研究了多层密肋壁板结构的实用设计方法,为该结构体系的工程应用奠定了理论基础。
4.Pk prestressed composite slab is a new composite floor structure by improving the traditional prestressed composite slab , its precast slab is a prestressed ribbed panel of which prestressed steel is a spiral ribbed high - strength wire , which make the precast component a higher stiffness and buckling capacity
本文研究的pk预应力叠合楼板是通过不断改进传统预应力叠合板后研制的一种新型叠合楼板结构,其预制构件为带肋薄板,预应力筋采用螺旋肋消除应力高强钢丝。
5.Combined with test research and current code , the practical design methods of the tier structure of multi - rib panel are researched chiefly . basic principles in the process of structure conception design are achieved , practical computing formulas for rigidity and load - bearing of the structure of multi - rib panel are deduced , practical design methods and process for buildings in the structure are expatiated , and actual project is seismic calculated as an example in this paper
提出结构概念设计应遵循的基本原则,包括结构体系的适用范围,房屋层数及高宽比限值,建筑平面及竖向布置要求;给出复合墙板的刚度及承载力实用计算公式,并与试验值进行对比;阐述了多层密肋壁板结构房屋的实用设计方法及设计步骤,并将实际工程作为算例,进行了详细抗震验算。
6.Second , on the base of large scale integer building model tests , anti - seismic property of structure of multi - rib panel is analyzed , and is contrasted with the property of the masonry structure . the research reveals that buildings in structure of multi - rib panel make shear deformation mainly , whose failure process is similar to the single composite panel and the tests result shows that , contracted to masonry structure , carrying capacity of buildings in this structure is 1 . 5 times and deformation capacity is about 3 times . in addition , thanks to the lower self - weight , the seismic response of the buildings is far lower than masonry structure
研究表明:多层密肋壁板结构房屋以剪切变形为主,破坏过程与单块墙板相似;复合墙板与后浇隐型框架连接成整体结构,协同工作;传统的底部剪力法适用于本结构体系的抗震计算;试验结果还表明,该结构房屋最大承载能力是砖混结构的1 . 5倍,变形能力是砖混结构的3倍左右,而房屋自重比砌体结构减少1 4以上,地震反应远低于砌体结构。
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