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.<br>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.<br><br>The measurement devices that were used consist of strain gauges and accelerometers.<br><br>Experiments are executed in order to complete a master thesis with the following graduation committee:<br>Dr. Ir. Bas Hofland (Chair) - TU DelftIr. Orson Tieleman - TU DelftIr. Ermano de Almeida - TU DelftDr. Ir. Eliz-Mari Lourens - TU Delft<br><br>

本数据集用于验证带悬臂的浸没式细长柔性闸门的半解析模型。代尔夫特理工大学（TU Delft）土木工程学院的波浪水槽作为本实验的依托平台。首先针对两种不同的闸门结构——实体平板式与加筋平板式——开展了干式锤击试验。随后针对不同水位开展闸门锤击试验，测试水位分别为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米两种水位开展了规则波浪冲击试验。本试验共设置5种测试工况，各工况的可变参数包括波高、波周期、波长及偏度（skewness）。
本试验采用的测量设备包括应变片与加速度传感器。
本试验为完成一篇硕士学位论文而开展，论文答辩委员会成员如下：
贝斯·霍夫兰（Bas Hofland）工学博士兼工程师（主席）——代尔夫特理工大学
奥森·蒂勒曼（Orson Tieleman）工程师——代尔夫特理工大学
埃尔马诺·德·阿尔梅达（Ermano de Almeida）工程师——代尔夫特理工大学
伊丽莎白-玛丽·卢伦斯（Eliz-Mari Lourens）工学博士兼工程师——代尔夫特理工大学