DYNAMIC RESPONSE ANALYSIS OF STEEL STRUCTURED CONNECTING CORRIDORS UNDER ANTHROPOGENIC LOADS
A steel structure corridor is taken to investigates the dynamic features of the corridor under human-in-duced loads. Midas Gen finite element software is utilized to perform time course analysis of the structure under four distinct work conditions. Furthermore, the structure's dynamic response is assessed via the dual-control criterion of comfort degree. The results indicate that the corridor's vertical self-oscillation frequency exceeds 3 Hz, and the peak acceleration remains below 0.15 m/s2 under all four working conditions, thereby satisfying the prescribed limits. This assessment method equips designers with a means to evaluate the structural comfort and serves as a reference point for similar engineering undertakings.
万方数据
维普
