Exploring public bicycle network structure based on complex network theory and shortest path analysis: the public bicycle system in Yixing,China

A well-functioning public bicycle system relates not only to its mode of operation, vehicle allocation, rental station layout and vehicle leasing configuration, but also the bicycle network structure and its formation. However, the latter aspects have been widely overlooked in China. Here, we help to further attract more researchers to conduct relevant studies and make suggestions for the development of public bicycle transport in many small and medium-sized cities across the world. We demonstrate how to explore the public bicycle network structure of a county-level Chinese city – Yixing – known for its clay ware and tourism. We show that complex network theory and shortest path analysis technology are useful in characterizing the public bicycle network structure, in aspects such as network topology, the spatial distribution of sub-networks and traffic flows. Finally, the paper proposes relevant urban planning strategies.     

复合纤维混凝土的早期抗裂性能

通过在水泥基体中加入纤维素纤维(CTF)、聚乙烯醇纤维(PF)、复合微筋纤维(VS)3种性能各异的纤维,分析了其单掺与混掺时混凝土的早期抗裂性能.结果表明:单掺时PF在3种纤维中对早期抗裂性能贡献最大,但混掺时CTF,VS可与PF形成互补,产生正混杂效应,其中CTF与PF共同遏制早期微裂纹的扩展,VS在微裂纹扩展为裂缝时发挥"桥接"作用,从而增强混凝土早期抗裂性能.研究结果可为研发高性能水泥基复合纤维材料提供参考.     

Cyclic bending performance of joint on precast composite hollow RC for submerged floating tunnels

In case of a submerged floating tunnel (SFT), which is difficult to cast in-site underwater construction, it is modularized on land and then assembled them in the field. Therefore, it is influential to investigate the structural performance of the joints between the modules. A concept of the steel-concrete composite hollow in the SFT, which stably maintains the joints, has been proposed by applying prestressing method to resist various external loads. In this study, the bending behavior of module joints was experimentally analyzed to evaluate the safety for the bending deformation that is dominant in SFT. Test results show that there is a difference at the module joint portion in the performance depending on whether or not the inner steel tube is connected. The bending stiffness of the module joints in the SFT was very similar but there was a difference in strength. The maximum strength was increased from 700 kN to 1200 kN when the inner tube was connected, and the residual displacement was increased from 15 mm to 40 mm. As a result, in the design of the module joint, depending on the purpose of SFT, it is possible to consider both methods which is allowing the ductility behavior of internal tube and controlling the tight connection. Moreover, the failure criterion of the bending behavior of the module joint can be selected as the maximum load or deformation limit.     

中国与UIC铁路客站无障碍设计标准对比研究

从适用范围、结构和内容等方面对中国与UIC铁路客站无障碍设计标准进行对比研究,分析总结中国与UIC标准在设计理念及主要参数方面的异同,为今后我国铁路客站无障碍设计标准制修订的相关工作及参与相关国际标准的编制提供一定参考。     

超高性能混凝土湿接缝梁抗弯性能试验

为研究预制混凝土结构超高性能混凝土(UHPC)湿接缝的抗弯性能,对7根不同配筋率的UHPC湿接缝梁和1根现浇普通混凝土梁进行静力弯曲试验,对比分析其抗裂性能、变形性能及极限承载力。结果表明:UHPC湿接缝梁和现浇梁都发生弯曲破坏,其破坏模式相近; UHPC湿接缝梁接缝处新老混凝土的黏结性能表现不佳,建议在接缝处布置短钢筋以增加该位置的抗裂性能; UHPC湿接缝梁极限承载能力不弱于现浇混凝土梁; UHPC湿接缝处配筋率的增加能提高梁的抗弯承载能力。     

Benchmark study on slamming response of flat-stiffened plates considering fluid-structure interaction

This paper presents a benchmark study on the slamming responses of offshore structures’ flat-stiffened plates. The objective was to compare the fluid-structure interaction (FSI) simulation methodologies, modeling techniques, and established researchers' experiences in predicting slamming pressure. Three research groups employing the most common commercial software packages for numerical FSI simulations (i.e. LS-Dyna ALE, LS-Dyna ICFD, ANSYS CFX, and Star-CCM+/ABAQUS) participated in this study. Wet drop test data on flat-stiffened aluminum plates of light-ship-like bottom structures available in the open literature was utilized for validation of the FSI modeling. A summary of the experimental conditions including the geometry model and material properties, was distributed to the participants prior to their simulations. A parametric study on flat-stiffened steel plates having actual scantlings used in marine installations was performed to investigate the effect of impact velocity and plate rigidity on slamming response. The FE simulation results for the total vertical forces acting on the stiffened plates and their structural responses to those forces, as obtained from the participants, were analyzed and compared. The reliable and accurate predictions of slamming loads using the aforementioned commercial FSI software packages were evaluated. Additionally, equivalent static slamming pressures resulting in the same permanent deflections, as observed from the FSI simulations, were reported and compared with analytical models proposed by the Classification Standards DNV and existing experimental data for calculation of the slamming pressure. The study results showed that the equivalent load model depends on the water impact velocity and plate rigidity; that is, the equivalent static pressure coefficient decreases with an increase in impact velocity, and increases when impacting structures become stiffer.     

桩底后注浆技术在亚黏土层的试验研究与分析

通过对亚黏土层中进行的普通桩和压浆桩的静荷载压桩试验进行对比研究后揭示:在亚黏土层中,桩底压力后注浆技术对于处理桩底沉渣效果显著,明显改善桩端持力层条件,使桩体具有强劲的后继端阻和桩端附近侧阻。但这2种阻力增强的机理却存在着差异,前者通过加固桩底沉碴起直接增强效果,后者则通过浆液的渗透和凝固增强桩与土间的侧摩擦系数而起间接增强效果。同时该试验也表明:在各自工作荷载作用下试桩沉降量几乎没有差别。     

NIIT教学探讨

青岛港湾职业技术学院与印度国家信息技术学院(NIIT)已经有了一年多的合作经历,笔者作为培训教师,从一开始即参与到学员的培训工作中。结合自身教学体会和课程的教学设计,本文从NIIT课程体系和软件技术路线、NIIT教学模式、学习方法等方面对NIIT教学进行了分析。     

水翼—喷水推进组合系统模型试验研究

本文简要地介绍了新研制的水翼—喷水推进组合系统模型试验装置的结构组成、工作原理和用途，阐述了进行水池试验的合理程序，并以PS－30喷水推进自控水翼客艇的尾水翼—喷水推进组合系统为对象进行了试验，获得了进口流动对水翼组合体水动力影响的规律以及可用于航速预报的净推力特性。多次试验证实，所开发的试验装置和试验技术是成功的，确是研究水翼组合体与喷水推进相互影响的有效试验手段。     

微弯分汊河段航电枢纽总体布置与通航条件优化试验研究

以湘江株洲航电枢纽通航技术试验研究成果为基础,论述微弯分汊河段航电枢纽总体布置原则,对平面布置的三个方案进行分析对比。并对引航道口门区及连接段导流工程的优化进行试验研究。