海中圆形无内撑钢板桩围堰施工技术

漳州开发区陆岛连接桥设计为独塔斜拉索桥,其主墩基础承台设计为直径为18.5m的圆形承台,采用直径为21.6m的圆形钢板桩围堰进行承台和下塔柱的施工。结合该工程实例,主要介绍了圆形钢板桩围堰的适用性、设计要点及施工工艺,总结了施工过程中出现的一些问题及采用的措施,用以提高钢板桩围堰的施工质量及施工进度,为同类工程提供借鉴。     

钢结构景观人行桥梁高和铺装对人致振动和阻尼器设计的影响

以上海临港顶新科学家公园环形景观人行桥为例，详细分析了人行桥行人舒适度评估和质量调谐阻尼器（TMD）的设计过程。在跨径、梁高、桥面附属等外部景观条件的约束下，针对人行桥主梁梁高和桥面铺装厚度两方面的业主要求，对TMD的合理布置、数量的优化做了研究。总结归纳了人行振动计算和TMD的设计经验。     

Evaluation of RAOs of a semi-submersible platform using field measurements: A full-scale model in Caspian sea environmental conditions

The present research investigates the motion response of a semi-submersible platform using measured field data. The Iran-Amirkabir semi-submersible platform (SSP) was considered as full-scale model in operation conditions. First, 14 accelerometer sensors were installed on the platform's hull, and measurements were made in 5 different scenarios in the Caspian Sea environmental conditions. Then, the Response Amplitude Operators (RAOs) for six degrees of motion were extracted using measured accelerator data. The Surge, Sway, and Heave RAOs processed by the Kalman estimation filter, Pitch, Roll, and Yaw RAOs were calculated from the Sensor Array method. Moreover, the boundary element method in ANSYS/AQWA software for the Iran-Amirkabir semi-submersible model was developed, and the RAO results were validated against the extracted field measurements. The obtained results from the Sensor Array method and the Kalman estimation filter are compared with the numerical simulations, which show Root Mean Square Errors of less than 3% and 4%, respectively for rotational and translational movements. The Mean Square Errors between both methods were also close to zero. Therefore, the proposed methods predicted activities of the studied SSP with relatively good accuracy by field data collected in the Caspian Sea.     

异质结构焊缝检测的相控阵超声全聚焦算法优化

船舶异质结构焊缝检测的相控阵超声全聚焦算法信噪比高、适应性强，但该算法存在超大计算量和伪影等诸多问题。依据声束指向性提出该算法的优化方案。过滤非声束指向性声场中的重构点可大幅提升计算速度，并可优化相同路径默认调取全矩阵中同一幅值的伪影问题。将优化算法用于异质结构，获得高效高质量的检测结果，为满足铝钛钢复合接头大批量在线无损检测的工程需求提供思路。     

An improved method for estimating internal solitary waves force on small circular cylindrical structures

Theoretically calculation and laboratory experiments were performed to investigate the horizontal force exerted by internal solitary wave (ISW) on small circular cylindrical structures. Improvement in calculation of drag force and inertia force by introducing two-drag-coefficient method and spatial derivative of velocity into the calculation of force by eigenfunction was made based on systematically study on theoretical foundations. Particle image velocimetry (PIV) method and high precision force sensor were used to measure the velocity and force exerted by ISW, respectively. ISW waveform was traced by analyzing image frames follow grayscale threshold method. For the first time, components of horizontal force were calculated from PIV data, which show good agreement with theoretical one. Moreover, series comparisons between experimental data and calculational results were carried out to examine the proposed method. The results show ideal accuracy of the method and significant improvement comparing to the traditional method.