永鑫大桥主桥结构设计及受力分析

矮塔斜拉桥因其受力合理、施工简单、造型美观及造价经济的特点,在我国桥梁建设中得到了快速发展。文章以来宾市永鑫大桥主桥设计为例,介绍了该双塔单索面预应力混凝土矮塔斜拉桥各主要部位的结构设计要点,并采用相关模型计算分析了主桥结构的受力情况。     

新管道建立外腐蚀完整性管理的实践

管道外腐蚀管理是管道完整性管理的重要组成部分。目前,各管道公司都在探索如何快速建立新建管道外腐蚀完整性管理的数据。文中采用相互配合的方式,以腐蚀调查为基础,通过杭州-嘉兴输气管道工程实例,介绍如何建立管道外腐蚀完整性管理数据的途径,以及实施过程中需注意事项,为新建管道实施管道外腐蚀完整性管理提供一种解决思路。     

Analysis of Ground Response and Structure Stress Induced by PBA Method北大核心CSCD

The application of prefabricated tunnel technology has been become a new research field both in China and abroad. Based on the running tunnel between Yufuhe station and Wangfuzhuang station of Jinan rail transit line R1, a new prefabricated tunnel construction technology, the PBA method is presented. This paper makes a detailed discussion on section form, supporting scheme and construction process of the PBA method. In this study, 3D a new 3D numerical model for PBA method is presented by finite difference numerical simulation software Flac and the construction processes are modeled. The rule of ground surface settlement, ground deformation and structural stress caused by PBA method is studied in detail. Results show that the structure of PBA method can effectively control the deformation magnitude and scope. Stress concentration appears at the prefabricated connection parts and the reinforcement needs to check. The total assembled structure forms the load-bearing system after the completion of the lateral wall. The built-in depth of the precast pile and pile bottom grouting quality should to be ensured to control the displacement of the precast piles. The results of this study will be a useful reference for similar projects in the future. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Analysis on the Effects of Overloading on the Mechanical Properties of Tunnel Structures in the Silty Ground --A Case Study of Sutong River-crossing GIL Utility Tunnel北大核心CSCD

Based on the Sutong GIL utility tunnel project, which is constructed by the shield machine under the river, and as for the overloading problem at the river bank slope during operating period, the refined threedimensional finite element model was established to study the deformation and cracking characteristics of the tunnel segment structure under different forms of overloading. The evolution laws of section convergence, joint opening and structural stress were analyzed, and the structure damage mechanisms were revealed under conditions of large area loading and local loading. The surface-surcharge control standard was proposed. For the big diameter shield tunneling crossing the silty clay, the research results show that: (1) the deformation failure process is divided into three stages under large area loading condition, taking the design load and compressive yield of rebars inside haunch as the critical points respectively. The first stage is characterized by the elastic stress, the second stage is in plastic state with fracture, and the third stage is accelerating deformation and instability stage. The vertical convergence is 110.5 mm with no opening of joints when rebars are yielded; (2)the deformation failure process under local loading condition is also divided into elasticity, plasticity and instability stages, taking the design load and tensile yield of rebars outside haunch as the critical points respectively. The vertical convergence is 152.6 mm with joint opening of 4.36 mm; (3) the early-warning values of additional stress on the ground under conditions of large area loading and local loading are 110 kPa and 70 kPa respectively. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

共享单车现金奖励调度策略的用户接受意愿研究

为探讨共享单车用户在不同影响因素下对现金奖励调度策略的接受程度,设定了针对共享单车用户的调查问卷,并在济南市进行了调查,得到519份有效问卷。基于扩展的计划行为理论（Extended Theory of Planned Behavior, ETPB）模型和相关结构方程模型（Structural Equation Model, SEM）,设定了社会规范、支付能力、体力、感知服务、感知绿色价值5个构念以及5个相关假定,以测度不同奖励调度情境下共享单车用户对奖励策略的接受程度。结果显示,支付能力和体力对用户接受调度的影响程度最大,其次是社会规范和感知服务,感知绿色价值的影响程度最小。在此基础之上,提出了增大站点密度、实行现金奖励及提高车辆质量等建议,以降低运营成本、提升用户满意度与车辆使用率。     

A trial application of FSA methodology to the hatchway watertight integrity of bulk carriers

Formal safety assessment (FSA) is a formal, structured and systematic methodology, aimed at enhancing maritime safety, including protection of life, property and marine environment, by using risk and cost–benefit assessments. For the application of this methodology to the rule-making process, the International Maritime Organization (IMO) presented the Interim Guidelines, which describe procedures of FSA and inputs/outputs of each procedure in detail. This paper basically deals with an application of FSA methodology according to the IMO's Interim Guidelines to the hatchway watertight integrity of bulk carriers, which was carried out as a cooperative research between Korean Register of Shipping and Seoul National University. As results of this application study, 18 hazards are identified and 32 risk control measures are devised to reduce the associated risks. Potential risks, costs and benefits when some Risk Control Options are introduced are evaluated in monetary unit of US $. Finally, some discussions and recommendations based on experiences are also given for both future work and better application of this FSA methodology to the rule-making process.     

LPG船舷侧结构的碰撞性能研究

研究了LPG船舷侧结构碰撞损伤过程和多种构件的抗撞作用,通过分析发现,LPG船的舷侧耐撞力远远低于同吨位的常规单壳船。LPG船的强肋骨在抵抗碰撞中起主要作用,由此提出提高常规LPG船舷侧结构提高耐撞力的最佳途径。     

矢量泵喷推进器水动力性能

传统水下航行器采用鳍舵装置控制航向和航速，舵的存在降低了推进器的进流品质，增强了推进器直发声，引起艇体结构振动。为解决这一问题，设计一种全新的泵喷推进方式，在泵喷推进器的导管尾缘处加装一段能够调整和控制方向的尾喷管。基于STAR-CCM+软件进行数值计算，结果显示：此种矢量泵喷推进器可以产生较大的横向操纵力，可以实现舵的操纵效果。     

沥青路面早期病害的成因分析

从路面结构设计问题、现场施工质量控制、投入运营后超载车辆管理等方面,结合本人的工程实践,分析了沥青路面早期破坏的原因。     

裂纹损伤柱壳刚架结构的弹塑性分析

从裂纹损伤结构的整体系统弹塑性分析出发，以一具有周向穿透裂纹损伤的圆柱壳门形刚架结构作为研究对象，利用理想化结构单元，分析了裂纹损伤直至裂纹扩展对结构的影响，探讨了理想化结构单元用于结构分析的适用范围及精度。