| 1. | Code for design of steel structures in port engineering
港口工程钢结构设计规范 |
| 2. | Code for design on steel structure of railway bridge
铁路桥梁钢结构设计规范 |
| 3. | Code for design of steel structures
钢结构设计规范 |
| 4. | Mobile equipment for continuous handling of bulk materials rules for the design of steel structures
移动式散料连续搬运设备钢结构设计规范 |
| 5. | 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。 |
| 6. | 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。 |
| 7. | 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。 |
| 8. | 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。 |
| 9. | The correspondingrelations between the errors of lateral displacement and stability coefficient aresummarized . some discussions are performed to obtain the rational extent of stability
同时本文分析结果也表明我国钢结构设计规范（ gb50017 - 2003 ）及nehrp1997中关于稳定系数区间的规定比较合适，而fema356中稳定系数区间的上限稍微偏大。 |
| 10. | High strength bolted connections and dog - bone connection are those of connections that were researched in some countries . there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )
高强螺栓连接和狗骨式连接是目前国内外研究得较多的连接类型，我国的钢结构设计规范中还没有具体涉及到此方面的内容。 |
