Experimental modal validation of a semi-analytical method for assessing dynamic behaviour of flood gates

The data is used for the validation of a semi-analytical model for submerged slender flexible gates that have an overhang. The wave flume at the faculty of Civil Engineering at the University of Technology of Delft served as the basis for the experiments. First dry hammer tests were executed on two different gate types: Solid and Reinforced plate. After this the gate was subjected to hammer hits for different water levels. Water levels of 0.3, 0.4, 0.5, 0.56 and 0.6 meters were tested. Finally regular wave impact experiments were done for two different water levels: 0.56 m and 0.60 m. In total 5 different situations were tested in which for each test the wave height, wave period, wave length and skewness served as varying parameters. The measurement devices that were used consist of strain gauges and accelerometers. Experiments are executed in order to complete a master thesis with the following graduation committee: Dr. Ir. Bas Hofland (Chair) - TU DelftIr. Orson Tieleman - TU DelftIr. Ermano de Almeida - TU DelftDr. Ir. Eliz-Mari Lourens - TU Delft

本数据集用于验证带悬挑结构的水下细长柔性闸门（submerged slender flexible gates with an overhang）的半解析模型。本次实验依托代尔夫特理工大学（TU Delft）土木工程学院的波浪水槽开展。首先针对实心板与加固板两种闸门类型开展干锤击试验；随后针对该类闸门开展不同水位下的锤击试验，测试水位涵盖0.3米、0.4米、0.5米、0.56米及0.6米。最后针对0.56米与0.60米两种水位开展规则波浪冲击试验。本次实验总计设置5种不同工况，每次测试均以波高、波周期、波长及偏度作为可变参数。所用测量设备包括应变片与加速度计。本次实验旨在完成一篇硕士学位论文，毕业委员会成员如下：Dr. Ir. Bas Hofland（主席，TU Delft）、Ir. Orson Tieleman（TU Delft）、Ir. Ermano de Almeida（TU Delft）、Dr. Ir. Eliz-Mari Lourens（TU Delft）。