山东半岛城市群交通网络载流能力评估与优化研究

在总结城市群交通网络运输方式多元化、交通节点等级化、结构运行高效化等基本特征的基础上,本文基于GIS空间分析平台构建了城市群交通网络载流模型（Traffic Network Flow-carrying Model, TNFM）,以山东半岛城市群为研究案例区,综合评价和对比了交通网络及各类型交通线路的理论与实际载流能力,得出各行政单元交通线路的缺口指数,并据此提出城市群交通网络的优化与提升方案。研究结果表明：TNFM模型可以有效地评价城市群交通网络的载流能力并得出各行政单元和道路类型的缺口里程,为城市群交通体系规划提供科学依据;山东半岛城市群国道、省道和铁路建设不足,部分城市主干道分流不畅,60%的县市存在各级道路短缺,但高铁和县乡道可以满足载流需求;未来应重点加强上述4类交通线路的建设,完善交通线路间的接口系统,充分发挥高铁和县道的分流作用。     

基于时序InSAR技术的常州市地面沉降监测与分析

城市地面沉降不仅会对居民生命安全造成影响,而且也会给当地的社会经济造成损失。常州市位于长江三角洲地面 沉降区,也是我国经济最发达的地区之一。因此地面沉降监测是常州市掌握地面沉降的动态,为防灾减灾提供决策依据的 重要举措。本文采用SBAS InSAR 方法对2012-2013 年23 景TerraSAR-X 高分辨率雷达影像数据进行了地表形变的反演,获 取了该时间段常州地区年均沉降速率和时序地表累积形变图。结果表明,在整个观测期间,常州市呈现出“全区基本保持 稳定,武进区局部沉降严重”的特点。为此,我们利用PS-InSAR 技术对武进区的地面沉降进行了重点监测,发现该区多条 重要交通线路存在不同程度的地面沉降。最后我们结合历史监测结果和水文地质背景,揭示了常州地区近50 年地面沉降的 时空变化特征和规律。综合分析表明,地下水全面禁采后研究区地面沉降的确得到了有效控制,沉降速率减缓,甚至出现 了回弹。而武进地区的地面沉降虽然也在减缓,但仍然存在明显的地面沉降,一些重要交通线路的周边沉降已超过安全阈 值,有必要在常规监测的同时,对这些沉降严重的区域进行重点监测,并建立预警预报机制,在城市基础设施选址和规划 时提供决策依据。     

THE EFFECT OF THE NEW EURASIAN CONTINENTAL BRIDGE ON THE EASTERN COASTAL AREAS OF CHINA

ＴＨＥＥＦＦＥＣＴＯＦＴＨＥＮＥＷＥＵＲＡＳＩＡＮＣＯＮＴＩＮＥＮＴＡＬＢＲＩＤＧＥＯＮＴＨＥＥＡＳＴＥＲＮＣＯＡＳＴＡＬＡＲＥＡＳＯＦＣＨＩＮＡＺｈｏｕＪｉａｎｈｕａ（周建华）；ＹａｏＳｈｉｍｏｕ（姚士谋）（ＮａｎｊｉｎｇＩｎｓｔｉｔｕｔｅｏｆＧｅ...     

日本东海道交通经济带形成和演化机制研究

本文研究了日本东海道交通经济带形成和演化的背景以及时空模式，分析了不同阶段东海道交通经济带形成和演化的特点和主要动力机制，并在此基础上，探讨了高速交通体系对交通经济带内产业空间演化的作用。     

The basic theories of traffic economic belt (TEB)and its life-circle pattern

1BasicConceptsandTypesofTrafficEconomicBelt(TEB)l.lBasicconceptsofTEBThestUdyonthespecialtopicofTEBs~dinthe1980s.However-nounifieddeceptionofTEBsofarhasbeengivenbecauseoftheshortableofstudyandthechrencesinviewingthesubjectatpresent.Tiledefinihongivenbyusistint1lietrafficeconomicbeltisakindofbelt-shapedregionaleconomicorganirahonalsystemti.ltichaggregatesindustry,populahoryresources.informationstot"n.inteffioxtl,ofpassengers,inteffiowofgoodsandsoon.TheghehcaltransportPassageisitSmainde…     

交通监控视频图像语义分割及其拼接方法

视频拼接是图像拼接的外延,在场景监控、目标识别等应用中发挥着重要作用。传统视频拼接算法多要求视频间具有较大重叠区域且特征点匹配过程中只顾及图像几何特征,当处理交通监控视频时,会因不同摄像头之间重叠区域极小或主光轴之间夹角较大而导致无法拼接或图像变形较大。为此,本文提出一种交通监控视频图像语义分割及其拼接方法。首先,利用边缘角度二阶差分直方图算法自动识别多视频交汇区域的正射影像,并将其作为拼接背景图像;然后,基于全卷积神经网络对正射影像和视频图像进行语义分割,提取图像中的交通专题语义;最后,以交通专题语义作为约束进行特征点匹配,将各个交通监控视频匹配至背景正射影像,实现监控区域视频拼接。采用山东省某市实际视频数据进行试验验证,结果表明对于重叠区域较小的监控视频,本文方法可获得较好地拼接图像,同时可有效提高特征点匹配的准确度。     

Hybrid platform for vibration control of high‐tech equipment in buildings subject to ground motion. Part 1: experiment

This paper presents an experimental study, while a companion paper addresses an analytical study, to explore the possibility of using a hybrid platform to mitigate vibration of a batch of high‐tech equipment installed in a building subject to nearby traffic‐induced ground motion. A three‐storey building model and a hybrid platform model are designed and manufactured. The hybrid platform is mounted on the building floor through passive mounts composed of leaf springs and oil dampers and controlled actively by an electromagnetic actuator with velocity feedback control strategy. The passive mounts are designed in such a way that the stiffness and damping ratio of the platform can be changed. A series of shaking table tests are then performed on the building model without the platform, with the passive platform of different parameters, and with the hybrid platform. The experimental results demonstrate that the hybrid platform is very effective in reducing the velocity response of a batch of high‐tech equipment in the building subject to nearby traffic‐induced ground motion if dynamic properties of the platform and control feedback gain are selected appropriately. Copyright © 2003 John Wiley & Sons, Ltd.     

基于空间拓扑关系的城市交通网络层次结构推理

研究了矢量数据的拓扑网络的层次等级，对几个典型城市的交通网络结构进行了拓扑邻接分析和拓扑等级数的计算，利用这些参数分析了城市空间结构的一般规律。     

广西交通与气候

通过对广西各主要机场、内河流域和海域、各主要高速公路、铁路沿线气候要素的统计,分析了可能对航空、水域及陆地交通运输带来不利影响的气象因素和大气现象,并着重评价大雾、大风、暴雨、降雪、雷暴等灾害性天气给交通运输造成的严重后果。     

Traffic‐induced variability in dynamic properties of cable‐stayed bridge

The traffic‐induced variability in the dynamic properties of a cable‐stayed bridge is investigated using ambient vibration measurements. Under a relatively steady wind and temperature environment, the ambient vibration test was conducted on the bridge with normal traffic conditions and totally 24 h acceleration response time histories were recorded. These data are divided into 12 sections with each data section containing 2 h measurements. Thereby the modal variability due to changing traffic loading is investigated through post‐processing of the data in each section in both amplitude and frequency domains. The result indicates that the natural frequencies of the global modes can exhibit as much as 1% variation within a day. The modal amplitudes of each mode as well as the modal deflection at each measurement position vary insignificantly. The damping ratios however are sensitive to the vibration intensity, especially when the deck vibration exceeds a certain level. Copyright © 2002 John Wiley & Sons, Ltd.