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cold formed steel
相关语句
  冷弯型钢
     Strain Hardening of Cold Formed Steel and Its Utilization
     冷弯型钢的冷作强化及其利用
短句来源
     Research on the Expert System for the Cold Formed Steel (Full-Web Type) Purline
     冷弯型钢实腹式檩条设计专家系统研究
短句来源
     Development of High Chromium Alloy Roller Used for Cold Formed Steel Section and Welding Tube Production
     冷弯型钢、焊管生产用高铬合金轧辊的研发
短句来源
     This paper introduces the concept of purline designing and expert system. On the basis of engineering practice, the cold formed steel (full-web type) purline expert system is implemented with visual basic. The paper gives the now chart of the program.
     介绍檩条设计及专家系统概况,结合工程实际,用Visual basic完成冷弯型钢实腹式檩条设计专家系统的实现,给出了程序流程图,结合数据对比,效果良好.
短句来源
  冷弯槽钢
     On calculation of cold formed steel wall-beam with one side hanging plate
     冷弯槽钢单侧挂板墙梁的计算分析
短句来源
  “cold formed steel”译为未确定词的双语例句
     The seismic performance of outer diaphragm joints and vertical stiffener joints (using cold formed steel tube columns) is researched in this paper based on the Multi-story structures often using cold formed steel tubes.
     本文根据多层建筑中采用冷成型方钢管柱的特点,研究了外隔板式节点和竖向加劲肋式节点的受力性能。
短句来源
     The accident types and causes in cold formed steel structure are discussed and analyzed carefully by examples.
     文中论述了冷弯薄壁型钢结构事故特点及其发生的原因 ,并且通过实例进行了详细分析。
短句来源
     The status and the range of the cold formed steel's application in building, as well as some technique problems on the use of the cold formed sheet steel are expatiated.
     阐述了压型钢板在建筑工程中的应用现状、应用范围及其在不同应用中需要注意的一些技术问题 .
短句来源
     The load carrying capacity and deflection of the composite beams using cold formed steel hat section with concrete are examined.
     为探讨帽形冷弯薄壁型钢 混凝土组合梁的受力和变形性能 ,对三根足尺组合梁试件进行了两根简支、一根两跨连续梁的静力加载试验。
短句来源
     Aiming at the mainly destructive pattern of the salb-lengthways shear capacity,by dead load experimentation to U76 Cold formed steel deck and concrete slabs,the paper analysis the connection between the load and the main pull stress for the belly of steel deck,and the relation between the tested results and calculation ones for bevel section shear capacity,and the formula about bevel section shear capacity is presented in the paper
     本文通过对U76型压型钢板—混凝土组合楼板的静力试验,分析组合板剪跨处钢板腹部主拉应力与荷载的关系,确定斜截面抗剪承载力的试验值与理论值的关系,提出了斜截面抗剪承载力的取用建议。
短句来源
  相似匹配句对
     DESIGN OF COLD-FORMED STEEL WORKSHOP
     冷弯型钢厂房设计
短句来源
     APPLICATION OF COLD-FORMED STEEL MEMBERS TO GASHOLDER
     冷型钢在贮气柜上的应用
短句来源
     Applications of Cold-formed Sheet Steel in Buildings
     压型钢板在建筑工程中的应用
短句来源
     Effective section of cold-formed steel purlins
     冷弯型钢檩条的有效截面
短句来源
     Strain Hardening of Cold Formed Steel and Its Utilization
     冷弯型钢的冷作强化及其利用
短句来源
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  cold formed steel
Using average industry values for wood framing costs, and estimated per pound cost for cold-formed steel, an initial cost comparison was made.
      
Use of cold-formed steel framing in the residential market has increased over the past several years.
      
The report also presented preliminary nonlinear finite element model results of thin plates and cold-formed steel compression members with holes.
      
The subject of the Seminar was chosen as Design of Cold-Formed Steel Structures.
      
The thin-walled nature of cold-formed steel members requires designers and researchers to explore cross-section stability in great detail.
      
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Architectural sandwich panels with thin-walled cold-formed steel facings and rigid foamed insulating core are becoming more and more popular as enclosures for system buildings. In this paper, the structural behavior, including flexural stresses/deflections, flex-ural wrinkling, axial stability, thermal stresses and vibration, is presented, summarizing more than a decade of research. Methods used are analytical (boundary-valued approaches), numerical (finite-strip, finite-layer, finite prism...

Architectural sandwich panels with thin-walled cold-formed steel facings and rigid foamed insulating core are becoming more and more popular as enclosures for system buildings. In this paper, the structural behavior, including flexural stresses/deflections, flex-ural wrinkling, axial stability, thermal stresses and vibration, is presented, summarizing more than a decade of research. Methods used are analytical (boundary-valued approaches), numerical (finite-strip, finite-layer, finite prism approaches) and experimental (full-scale testings). Key equations are formulated, and results by different methods are compared.

由冷成型的薄壁钢面和刚性泡沫绝缘蕊子所组成的建筑用夹蕊板条,用来作为多功能建筑隔墙,日益普遍。本文总结了十多年来的研究工作,阐明了包括弯曲应力、挠度、弯曲折皱、轴向稳定、热应力以及振动在内的各种结构性能。研究中,采用了分析法(边界值法)、数值法(有限样条法、有限层法和有限棱柱体法等)以及实验法(全尺寸实物试验),写出了关键方程,并对各法所得结果进行了比较研究。

A theoretical study of post-buckling strength of the plate with initial imperfections based on large deflection theory is ptesented. In this paper, a B-cubic spline function semianalysis method applicable for various kinds of loading and boundary conditions is used. The advantages of the presented method as compared with ordinary finite element method are its high accuracy and economy in Saving computer storage and time. The results of the study may be useful in the design of cold-formed steel...

A theoretical study of post-buckling strength of the plate with initial imperfections based on large deflection theory is ptesented. In this paper, a B-cubic spline function semianalysis method applicable for various kinds of loading and boundary conditions is used. The advantages of the presented method as compared with ordinary finite element method are its high accuracy and economy in Saving computer storage and time. The results of the study may be useful in the design of cold-formed steel structures.

本文应用大挠度理论分析了初始缺陷对板件超屈曲强度的影响,并为板件后屈曲分析提出了一个样条函数半分析计算法.该法对各种载荷及位移边界条件板件均可进行计算,与有限元法等相比较,具有计算量少,精度高等显著特点.数值计算结果为冷弯型钢结构设计提供了较完善的理论依据.

This paper presents the limit state design method which is based on the probablistic theory and has been adopted by the 《Specification for the Design of Thin-wall Steel Structures》( OBJ 18-87). It expounds the basic principle of the second moment first order probablistic method, the computing mode for reliability indices, the statistic parameters, the resistance factors of cold-formed steel structures and design expressions, etc. This paper gives a simple comparison of the design method...

This paper presents the limit state design method which is based on the probablistic theory and has been adopted by the 《Specification for the Design of Thin-wall Steel Structures》( OBJ 18-87). It expounds the basic principle of the second moment first order probablistic method, the computing mode for reliability indices, the statistic parameters, the resistance factors of cold-formed steel structures and design expressions, etc. This paper gives a simple comparison of the design method between the new and old specifications as well.

本文介绍现行《冷弯薄壁型钢结构技术规范》(GBJ 18-87)所采用的基于概率理论的极限状态设计方法,其中包括(?)次(?)阶矩概率法的基本原理,可靠指标的计算模式,参数,薄钢结构的抗力参数及设计表达式等。同时,对新、旧薄钢规范的设计方法作了简要的比较。

 
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