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针对固定基础节在实际使用过程中该处发生的筋板焊缝开裂现象,采用钢结构疲劳强度计算的方法从理论上加以分析,并结合实际提出解决方案。
Aiming at the cracking phenomenon of the welds in the slab at the base section of the fixed base during the actual use, the fatigue strength of the steel structure is calculated theoretically and the solution is put forward according to the actual situation.