《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).
结合现行抗震设计规范对网壳结构进行了“二阶段”抗震验算。
The "two stage" seismic check is done according to the current code of seismic design.
本文结合苏州工业园区高架桥工程设计，对基于新、老公路桥涵设计规范的设计进行了比较分析和验算。
The design method of Suzhou industrial park overhead viaduct are introduced in this paper, and it compared new code for design with former code in the aspects of checking computations.
结合现行抗震设计规范对网壳结构进行了“二阶段”抗震验算。
The "two stage"seismic check is done through the current code of seismic design.
通过对楼板以及主梁的验算分析得出，该支撑体系符合规范和施工要求。
By checking and analyzing the stresses of floor and main beam, the results show that the support system can meet requirements.
对某在用市政钢箱梁桥的动力特性、焊缝缺陷、应力和变形、钢构件截面尺寸和锈蚀情况进行了检测，按规范要求验算了结构的整体稳定和局部稳定。
It was examined that the dynamic peculiarity, the welding line flaw, the size of steel member section and the rusty phenomenon of an existing municipal steel-box girder bridge.
对伸臂桁架腹杆，其轴力屈服验算方法采用钢结构规范的计算公式复核。
Axial yield of outrigger web was checked by calculation formulas in the steel structures code.
现今规范中的双向压弯构件的稳定验算公式中的弯矩放大系数都是套用平面内的弯矩放大系数，它是建立在有限的试验基础上的，是一个半经验半理论的设计公式。
The current biaxial bending design formula always use the moment magnifier factor of in plane bending, which based on finite tests data, it's a semi- theoretical -semi-experience formula.
现今规范中的双向压弯构件的稳定验算公式中的弯矩放大系数都是套用平面内的弯矩放大系数，它是建立在有限的试验基础上的，是一个半经验半理论的设计公式。
The current biaxial bending design formula always use the moment magnifier factor of in plane bending, which based on finite tests data, it's a semi- theoretical -semi-experience formula.
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