Stability investigation and theory analysis for frame columns in shear wall structures with large space ground floor;
底层大空间剪力墙结构中框支柱弹塑性稳定性试验研究及理论分析
Taken frame column structural engineering of Guanyinshan apartment in Xiamen as example the key points of construction technology of static steel structure are introduced in detail,at the same time quality control measures are proposed in order to promote the application of the construction technology of static steel structure,which has a certain reference value for similar works.
以厦门观音山公寓框支柱框结构工程为例,详细地阐述了静性钢结构的施工工艺要点,并提出了施工过程中的质量控制措施,以推广该静性钢结构施工工艺的应用,具有一定的参考价值。
It presented a practical approach for calculating the approximate second-order elastic moment of the partially-braced frame column,based on the present design code of steel structures and the approximate magnification factor of second-order moment of unbraced frame column.
在现行钢结构设计规范的基础上,结合无支撑纯框架柱二阶近似弹性分析的二阶弯矩放大系数,提出了用于弱支撑框架柱考虑侧移效应的二阶近似弯矩放大系数实用公式。