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介绍了人致楼板振动计算理论及舒适度评价标准,采用有限元分析软件,计算分析了某工程大跨度钢结构连廊的自振频率和人行荷载下的加速度,结果表明:连廊自振频率和加速度响应都满足我国规范的限值要求。
This paper introduces the calculation theory and comfort evaluation criteria of floor vibration caused by people, and analyzes the natural frequency and the acceleration under long-span steel structure corridor using finite element analysis software. The results show that the natural frequency And acceleration response to meet the requirements of our standard limits.