Eurocode 3 . design of steel structures - general rules - supplementary rules for cold formed thin gauge members and sheeting 欧洲法规3 .钢结构设计.一般规则.冷成形薄标准件和薄板的补充规则
Eurocode 3 . design of steel structures . general rules . supplementary rules for cold formed thin gauge members and sheeting 欧洲法规3 .钢结构设计.一般规则.冷成形的薄尺寸件和薄板材的补充规定
Fatigue strength checking computations are carried out for this crane . it is incline to danger when fatigue strength of node board is calculated by pervasion angle in code 得出结论认为按《钢结构设计手册》中的扩散角计算节点板疲劳强度有时是偏于危险的。
Abstract : this paper describes the application and prospect on light - weight steel - structured buildings in china , puts forward some suggestions in their design and research 文摘:介绍多层轻型房屋钢结构在我国的应用概况，提出轻型房屋钢结构设计中应注意和研究的问题及其应用前景
Combined steel structure design . it will be designed and set adopting overgroundor underground , inside or outside , closed or unclosed , single or multi - machines 组合式钢结构设计，可依据场地不同，采取地上或地下、室内或室外、封闭或开放、单机或多机并列布置。车位数量、设备型式可根据用户要求进行定做。
In the elasto - plastic analysis , it is proposed that the composite beam arrives at the ultimate limit states of capacity when the stain of the outside edge of the cross - section reaches the ultimate stain 我国《钢结构设计规范》 ( gbj17 ? 88 )中有关截面承载力的计算基本是沿袭国外的算法，结合我国实际而制订的。
The end - plate bolted connections are most calculated and designed as rigid connections in traditional designing , which leads to the significant difference between the calculation result and the real stressed state 摘要传统钢结构设计中将高强螺栓端板连接作为刚性节点，而实际情况下这种连接形式与计算结果有差异。
The national steel structure design code ( gbj17 - 88 ) is not permitted the b / t exceed ( 10 + 0 . 1 ) 235 / fy . the width - thickness ratio of the web ( b / t for short ) exceed the limitation often 钢结构设计规范( gbj17 - 88 )规定t形截面轴压构件腹板宽厚比不应超过( 10 + 0 . 1 ) ，按国家标准生产的t型钢的腹板宽厚比大多超过限值。
In order to estimate or predict the behavior of steel frame correctly , it is necessary to take the nonlinear characteristics of beam - to - column connections into account 为了合理正确地预测钢框架的实际受力性能，我国新修订的《钢结构设计规范》 gb50017 ，首次在规范条文中提出应在钢框架的分析和设计中考虑真实连接的非线性影响。
Considering the impact on the inner force caused by deformation , the analysis based on the inner force of the steel frame structure has been revised in the new edition of code for design of steel structure ( gb 50017 - 2003 ) 为了考虑变形对内力的影响，我国新的《钢结构设计规范》 ( gb50017 - 2003 )对钢框架结构的内力分析进行了修正。
