AIS系统在航道管理工作中的功能开发和应用

为确保长江口黄金水道的安全畅通,加强航道治理工程的监管力度,丰富航道规划编制参考数据,基于AIS实时传输船舶静态、动态信息并在电子海图上显示船位的基本功能,结合航政管理、工程监管、规划统计的需求,研发了以上述三大功能为主的AIS航道管理平台,在实际应用中取得了良好效果。     

水下真空预压在高桩码头岸坡工程中的应用及实践

天津港中化石化码头工程规划码头前沿线距离原有围堤轴线仅为50 m,如采用传统的接岸结构设计方案,工程费用较高且建设周期较长。经论证,采用水下真空预压加固高桩码头岸坡区土体并优化接岸结构的设计,获得实践性成功。文中结合水下真空预压在天津港中化石化码头工程中的应用,总结了窄承台高桩码头岸坡设计及实践中的经验,可为以后的相关工程建设提供参考。     

关于海洋工程基地专用半潜驳主要设计尺度的探讨

对于某些在条件较差的海洋工程基地内建造的海洋平台项目,需由传统的船坞建造方式改为平地建造方式.结合某工程实例,介绍在计算和选取出运海洋平台的专用半潜驳的主要尺度参数时应注意的问题,为今后类似工程的设计提供参考.     

液货船自动化系统网络的设计

当前船舶自动化的发展方向是利用计算机网络实现船舶机电设备与航海仪器的综合监视、控制和管理,即实现数字化船舶监控。文章论述了计算机网络技术的发展及其在船舶上应用的现状,分析了船舶自动化系统设计的理念对船舶发展的影响。     

300ft自升式平台极限工况强度评估

为了评估自升式平台极限工 况下的强度问题,采用有限元分析方法,基于ABS自升式平台结构规范,考虑平台工作载荷、风浪流等环境载荷、P-△效应等,应用谱分析方法确定设计波、设计载荷及设计工况,对平台的桩腿及主体结构进行了强度评估.通过对300 ft自升式平台的有限元分析计算表明:平台整体均满足屈服强度要求,高应力发生在桩腿与平台主体连接处;平台满足整体屈曲稳定性要求,独立构件的局部屈曲发生在桩腿与平台主体连接处.由此,连接部位是平台设计、强度评估需重点关注的.     

Finite Element Simplified Fatigue Analysis Method for a Non-tubular Joint of an Offshore Jacket Platform

This paper proposes the finite element simplified fatigue analysis method for fatigue evaluation of the composite non-tubular joint structure of an offshore jacket subjected to wave loads. The skirt pile sleeve of the offshore jacket, which had been in service, was taken as an example of the non-tubular joint structure. SACS software was used for global analysis of multi-directional wave loads for the jacket platform, and ALGOR software was used to build a finite element model, perform finite element analys...     

Experimental and numerical procedures of a sonar platform with a sound absorption wedge

Experiments involving a sonar platform with a sound absorption wedge were carried out for the purpose of obtaining the low frequency acoustic characteristics. Acoustic characteristics of a sonar platform model with a sound absorption wedge were measured, and the effects of different wedge laid areas on platform acoustic characteristic were tested. Vibration acceleration and self-noise caused by model vibration were measured in four conditions: 0%, 36%, 60%, and 100% of wedge laid area when the sonar platform was under a single frequency excitation force. An experiment was performed to validate a corresponding numerical calculation. The numerical vibration characteristics of platform area were calculated by the finite element method, and self-noise caused by the vibration in it was predicted by an experiential formula. The conclusions prove that the numerical calculation method can partially replace the experimental process for obtaining vibration and sound characteristics.     

大桥大体积承台施工技术探析

根据工程实践经验,从空心薄壁墩翻模施工技术、混凝土裂缝控制措施两方面进行分析,全面阐述大桥大体积承台施工技术,可供同行参考。     

大型立交桥环岛平台的结构分析

该文基于梁格理论对立交枢纽工程的环岛平台双向单箱多室扁平箱形结构进行结构计算简化,同时利用通用有限元程序对简化的梁格模型进行模拟分析,从而为求解环岛平台复杂内力提供了一种有效的途径,并且通过实例计算,与比拟板单元模型进行比较,分析结果表明该理论在工程应用中具有较好的实用价值,可供设计参考。     

钢桩内排泥技术在导管架拆除中的应用

内排泥作业是导管架拆除中的一个重要环节。主要介绍内排泥设备的原理及其在曹妃甸1-6油田单点导管架拆除中的应用,此设备的特点是工作效率高,安全可靠,无污染,适用范围广。