显示标签为“Instability analysis of steel space frame structure”的博文。显示所有博文
显示标签为“Instability analysis of steel space frame structure”的博文。显示所有博文

Instability analysis of steel space frame structure

 1. The steel space frame structure is divided into overall instability and local instability. Most of the overall instability is caused by local instability. When the slenderness ratio of the compression part or the bending part exceeds the allowable value, the stability will be lost. It is affected by many objective factors, such as load changes, initial defects of steel, and different supporting conditions etc.. Support is often ignored by designers or builders, which is also one of the reasons for the overall instability.

2. Due to the different positions of the hoisting points, the force of the pipe of the steel truss or space frame structure may change, resulting in instability; the overturning, collapse or deformation of the scaffold is mostly caused by insufficient connecting rods and no support.

Therefore, when designing the steel space frame structure, it should be designed by technical personnel with rich work experience. It should not be taken lightly and try to avoid the above-mentioned hidden dangers. Our company has more than 10 years of rich experience in the field of steel structure, professional and technical personnel, professional equipment, and won the trust of many customers.

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