摘要
针对GB 50017-2003钢结构设计规范相关规定,给出了柱脚铰接时各种常见支撑形式的侧移刚度的简化计算方法,同时使用SAP2000建立多组模型对计算结果进行验证,结果表明简化计算方法的结果与SAP2000计算结果吻合,可以用于工程设计。
In view of relevant regulations of steel structure design norms( GB 50017-2003 ), this thesis provides various simplified calculation methods of common support lateral stiffness at foot pillar joints, simultaneously uses SAP2000 to establish multiple models to verify the calcula- tion results. Results show that: simplified calculation result is identical to SAP2000 calculation result, and it can be used in engineering design.
出处
《山西建筑》
2010年第31期52-54,共3页
Shanxi Architecture
关键词
钢结构
支撑
侧移刚度
steel structure, support, lateral stiffness