摘要
随着近岸港口岸线的日益饱和,码头建设逐步向着条件较恶劣的深水地区发展。双浮筒系泊作业作为一种在复杂的外界环境荷载作用下可行的作业方式,已经不断应用到一些工程项目中。目前由于国内的港口工程规范对于风浪流共同作用下系缆力计算尚没有明确的规定,也没有计算公式,笔者结合港口工程规范中的计算公式和OPTIMOOR软件进行计算,对计算结果进行比对,对双浮筒系泊设计的相关计算进行总结,以供类似工程参考。
As the coastal port coastline is becoming more and more saturated, the development of wharf construction is toward to deepwater area step by step. Double point mooring operation as a complicated external environment loads feasible mode of operation, has been continuously applied to some engineering projects. As present due to domestic port engineering specification for wind flow under the action of mooring force calculation are not clearly defined, there is no formula, the author combining the calculation formula of port engineering and optimoor, comparing the calculation result of the software and related calculation for the two point mooring design was summarized, in order to offer reference for the similar projects.
出处
《港工技术》
2015年第3期49-51,共3页
Port Engineering Technology