The special architectural form leads to many difficulties in structural design, in which cable-stayed structure is used in railway station for the first time.
由于是第一次在火车站站房中使用斜拉索结构,其奇特的建筑造型,给结构设计带来很多困难。
As an important component of long span cable-stayed structure, the vibration behavior of inclined cables will affect the mechanical characteristics of the overall structure.
斜拉索作为大跨斜拉结构重要组成构件,其复杂振动特性会影响着整体结构的受力性能。
Modal test was done on a cable-stayed structure in its healthy and two damaged conditions. Curvature of the Frequency Response Function (FRF) was used to detect the location of damage.
对一拉索结构的正常状态及两种损伤状态进行了模态测试,用频响函数的曲率来进行损伤检测。
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