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1. chinaXiv:201904.00072 [pdf]

Impact of Urban Rail Transit on Business Districts Based on Time Distance: Urumqi Light Rail.pdf

常烃
Subjects: Geosciences >> Geography

基于超制图学的思想,建立模型将乘坐轻轨的时间距离换算成以米(m)为单位的空间距离。在此基础上,通过地理信息系统(GIS)的地图投影空间变换方法,用换算出的距离重新定义两地间距离,变形原地图形成时间距离地图。将时间距离空间化,利用技术手段,对时间距离进行可视化表达。结果发现,轻轨对于城市形态的影响受到站点离所选取的中心点距离的影响,呈现离中心点越远变形越大;离中心点越近变形越小。轻轨对商业中心布局的影响基本呈现圈层分布。时间距离压缩了传统城市形态。随着乌鲁木齐地铁建设进程的推进和基础设施的完善,城市内部进一步压缩时间距离仍有很大余地,已有商业中心应进行升级。本研究为乌鲁木齐城市建设提供一种新的参考与思路。

submitted time 2019-03-31 Hits3779Downloads279 Comment 0

2. chinaXiv:201804.00310 [pdf]

Analysis of the Hydroelastic Performance of Very Large Floating Structures Based on Multi-Modules Beam Theory

Xu, Jin; Sun, Yonggang; Li, Zhifu; Zhang, Xiantao; Lu, Da
Comment:本文发表在《Mathematical Problems in Engineering》
Subjects: Traffic and Transportation Engineering >> Ship Engineering

The hydroelastic behavior of very large floating structures (VLFSs) is investigated based on the proposed multi-modules beam theory (MBT). To carry out the analysis, the VLFS is first divided into multiple sub-modules that are connected through their gravity center by a spatial beam with specific stiffness. The external force exerted on the sub-modules includes the wave hydrodynamic force as well as the beam bending force due to the relative displacements of different sub-modules. The wave hydrodynamic force is computed based on three-dimensional incompressible velocity potential theory, and the boundary element method with the free surface Green function as the integral kernel is adopted to numerically find the solution. The beam bending force is expressed in the form of a stiffness matrix. The coupled motion equation is established according to the continuous conditions of the displacement and force. The motion response defined at the gravity center of the sub-modules is solved by the multi-body hydrodynamic control equations, then both the displacement and the structure bending moment of the VLFS are determined from the stiffness matrix equations. To account for the moving point mass effects, the proposed method is extended to the time domain based on impulse response function (IRF) theory. The accuracy of the proposed method is verified by comparison with existing results. Detailed results through the displacement and bending moment of the VLFS are provided to show the influence of the number of the sub-modules, and the influence of the moving point mass.

submitted time 2018-03-30 Hits848Downloads500 Comment 0

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