《钢结构设计规范》编写组。
简要比较轻钢结构与钢结构设计规范的差异；
The author briefly introduces the differences between the design codes for light steel structure and structure design.
目前各国钢结构设计规范对空间失稳计算的规定出入比较大。
The provisions for checking these kinds of instability differ quite a lot in Various specifications of steel structures design.
推荐公式可供《钢结构设计规范》(GBJ1 7- 88)作补充参考。
The recommended formula can be a supplementary reference to "The Design Code of Steel Structure" (GBJ17-88).
本文结合我国现行钢结构设计规范，提出了一套钢梁抗火计算和设计的实用方法。
A practical approach, based on the up-to-date Chinese Code for the design of steel Structures, is proposed in this paper for fire-resistant calculation and design of steel beams.
所得结论可为《钢结构设计规范》(GB 50017- 2003)修订提供参考。
Conclusions may be a reference for the modification of "Code for Design of Steel Structure" (GB 50017-2003).
混凝土受压状态下栓钉抗剪承载力约为现行钢结构设计规范规定值的1.5 ~ 2.2倍。
The push-out test results of shear bearing capacity is about 1.5-2.2 times of the value of current design specifications.
现行钢结构设计规范(GB50017- 2003)规定梁的支承加劲肋计算长度取腹板高度。
Effective length of bearing stiffeners of steel girders has been taken as the web depth in the current Code for design of steel structures (GB50017-2003).
《钢结构设计规范》（GB50017—2003）提出对单轴对称截面钢压杆的弯扭屈曲需做单独验算。
Struts of singly symmetric section need to be checked on flexural torsional buckling, according to the current code for steel structure (GB50017—2003).
比我国现行的《钢结构设计规范》（TJ17-74）中，关于阶形柱计算长度的取值更为合理和更强的逻辑性。
It is more rational and logical than the current PRC Specificat ion (TJ 17-74) in regard to the method for determining the effective lengths of mill building stepped columns.
《钢结构设计规范》(GB50017- 2003)中对半刚性连接提出了条文要求，但没有必要的理论支持。
The articles are raised about semi-rigid joint in "Code for Design of Steel Structures" (GB50017-2003) promulgated recently. But it has no necessary theoretical help.
KK型圆钢管搭接节点，搭接处隐藏焊缝焊接与否的问题，现行钢结构设计规范（GB50017-2003）未作明确要求。
The question whether hidden weld in unstiffened overlapped CHS KK-joints is welded or not is not clearly metioned in current code for design of steel structures(GB50017-2003).
我国现行钢结构设计规范与规程对梁柱节点域的抗剪能力提出了具体的要求，并指出当节点域抗剪能力不足时可设置斜向加劲肋。
The codes and specifications of China in steel structure field require that the bearing ability of shear force in panel zone must be sufficient and the inclined stiffener should be applied.
本文结合正在进行的《钢结构设计规范》(GB 50017- 2003)的修订工作，对钢结构厚板的层状撕裂问题进行专门的研究综述。
By reference to the ongoing emendation of National Standard "Code for Design of steel Structures (GB 50017-2003)", a research review on lamellar tearing of thick steel plate was presented.
薄壁构件的总势能方程在结构稳定分析和工程设计中具有十分重要的地位和意义，是进行结构稳定计算的基础和钢结构设计规范中制定相关设计公式的依据。
As a main indicator of structural stability, the total potential energy equation for thin-walled members is widely referred to in academeic research and practical design of steel structures.
薄壁构件的总势能方程在结构稳定分析和工程设计中具有十分重要的地位和意义，是进行结构稳定计算的基础和钢结构设计规范中制定相关设计公式的依据。
As a main indicator of structural stability, the total potential energy equation for thin-walled members is widely referred to in academeic research and practical design of steel structures.
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