"莱长01"沿海汽车渡船设计

本文介绍一艘单向推进、车辆可首、尾双向上落码头的沿海汽车渡船设计。其阻力性能优于双向推进船型而又保持了双向推进船型车辆快速上落的优点;借助首侧推的操作,船舶离靠码头方便。     

新长铁路轮渡栈桥活动钢桁梁设计特色

新长铁路以轮渡的方式跨越长江,为适应长江水位的涨落,铁路轮渡栈桥前5孔48 m钢桁梁必须具备上、下活动的功能。为满足活动的特殊功能和铁路行车平顺性的要求,该栈桥采取5孔钢桁梁首尾以铰轴相连、尽可能减小轨面至下弦中心的高差等诸多措施。新长轮渡已经投入运营3年多,实践证明设计的一系列措施安全、合理。     

探索渡口安全管理长效机制

亳州市谯城区交通局和亳州市直属海事处,因地制宜地认真研究贯彻落实全国全省电视电话动员会精神。以开展渡口渡船专项整治活动为契机,积极探索建立确保渡口源头安全管理长治久安举措,研制出台《毫州市谯城区渡口设置安全管理规定》,在安徽省率先创新实施渡口源头安全管理长效机制。     

洞头县大门岛车渡码头结构型式简介

锯齿式斜坡道码头因其使用方便、抗风浪能力强,在温州港的车渡码头设计中得到了广泛的应用,其设计经验有待进一步推广.     

火车渡轮柔性轨道受力变形计算

针对一种以短轨构成,并在短轨之间预留伸缩间隙的柔性连接轨道,用力学原理研究了这种柔性轨道在力和力矩作用下的弯曲变形规律.推导了柔性轨道弯曲变形量与受力或力矩大小的函数关系式.在轨道实际可能的变形范围内,计算了产生不同变形量所需要的力或力矩的大小.结果表明其量级并不很大,在工程实践中是易于实现的.从而从力学角度证明这种柔性连接轨道的可行性.     

Data-driven ferry network design with candidate service arcs: the case of Zhuhai Islands in China

ABSTRACT

We investigate a ferry network design problem with candidate service arcs (FNDP-SA), which is a new variant motivated by areal-world case from Zhuhai Islands. In this research, the design of a ferry schedule must conform to strict constraints including technical feasibility, safety issues, environmental impacts and moreover, avoid conflicting with ferries from neighboring cities (i.e. HongKong, Shenzhen and Macao). Therefore, a set of cautiously approved service arcs are firstly given, based on which the ferry service network is optimized. This study is among the first to formally describe the FNDP-SA and model it as an integer program. A hybrid variable neighborhood descent (VND)-based algorithm is developed. Two sets of instances are generated based on the case of Zhuhai Islands, where the first set is based on historical ticket sales data while the second set is derived by incorporating increased demands in the future according to a questionnaire survey. Numerical studies have shown that 59% cost reduction on the first set can be achieved by the proposed VND algorithm when compared with manual results. Research outcomes of this study have been adopted and implemented to facilitate the sustainable development of the ferry service of Zhuhai Islands.     

世界高速客渡船发展趋向及其市场前景的评估

介绍并讨论了最新的高速客渡船型及其设计建造，动力装置，材料工艺，适航性和航运管理等方面的问题。     

公路桥梁地震设计状况荷载组合分项系数研究

为了在保障桥梁目标可靠度指标的前提下,确定最优的地震设计状况荷载组合分项系数,使桥梁结构以最为经济的抗力方式抵御外加荷载,从而对现行的桥梁设计规范地震设计状况进行优化,为今后公路桥梁地震设计状况荷载组合计算提供理论依据和指导意见,以2座连续刚构桥为依托工程,建立空间动力有限元模型,采用Monte-Carlo法并基于动态称重（WIM）系统模拟随机车流,进行了数条地震波增量动力分析（IDA）;采用Ferry Borges荷载组合理论求解地震设计状况组合效应分布,依据直接积分法求解桥梁结构的失效概率,从而确定荷载效应分项系数与可靠度指标影响面关系。研究结果表明：荷载效应分项系数的取值与目标可靠度指标的选取息息相关,忽略汽车荷载的地震设计状况风险分析,将严重低估桥梁结构的实际失效概率。为指导高烈度区连续刚构桥的地震设计状况设计,对于E2工况下的地震动输入,地震作用重要性系数λ₁取1.0,桥梁结构跨径对汽车荷载效应分项系数取值产生较大的影响,故选取β_s=3.1~3.4作为Ⅷ度区连续刚构桥地震设计状况设计时目标可靠度指标建议值,汽车荷载分项系数Ψ_Q的建议取值为0.76;地震基本烈度对汽车荷载分项系数存在一定的影响,在同样的目标可靠度指标建议值下,对于Ⅶ度区地震设计状况,汽车荷载分项系数Ψ_Q的建议取值为0.652。     

Possible remedies for intact stability hazards involving contemporary small inland passenger ferries in Bangladesh

On the basis of previous studies, a series of hazards involving the typical small inland passenger ferries operating in inland Bangladeshi waters have been identified. In particular, stormy weather conditions, overloading, and the risk of crowding to one side have been determined as the typical events that are likely to lead to capsizing in the intact condition. In this article, possible hazard mitigation measures are discussed, both from the regulatory and from the design point of view, for a small inland ferry that is very similar to one that actually capsized in the past. The addressed design options involve ballasting and hull modification by means of additional buoyancy above the waterline. From a regulatory point of view, it is proposed that the present weather criterion in force in Bangladesh be modified by increasing the wind speed to be accounted for and by considering the concurrent effects of wind, rolling, and the crowding of people to one side.     

新时期港口边缘化资源利用示范

在经济发达地区,岸线和陆域非常宝贵且基本利用完毕,港区内一般仅剩余些岸线与陆域不匹配的边缘化港口资源。本文以东莞市虎门港沙田港区综合客运码头工程为例,说明如何根据实际情况,因势利导,通过内部挖潜将这些边缘化资源得到价值最大化利用,为如何利用边缘化港口资源提供示范,同时也给新时期综合客运码头的开发建设提供借鉴和参考。