Transverse free vibrations of continuous bridges with abutment restraint

This paper analyzes the dynamic behaviour of continuous bridges with transverse abutment restraint. These are a particular class of multi‐span bridges whose transverse motion is restrained at the abutments. The transverse dynamic behaviour of these partially‐restrained bridges is described by a model consisting of a two‐dimensional simply‐supported beam with intermediate visco‐elastic restraints. A minimal set of characteristic problem parameters that completely describe the dynamic response is initially identified and an analytical solution is developed for particular configurations. The influence of these characteristic parameters on the properties of the dynamic systems are analyzed by considering the undamped and the damped free vibrations separately. Successively, in order to cover more general and complex configurations of realistic bridges, an extension of the definition of the characteristic parameters is proposed. The results obtained considering selected case studies are finally presented. Copyright © 2011 John Wiley & Sons, Ltd.     

Towards multiple hazard resilient bridges: a methodology for modeling frequent and infrequent time-varying loads Part I, Comprehensive reliability and partial failure probabilities

The current AASHTO load and resistance factor design (LRFD) guidelines are formulated based on bridge reliability,which interprets traditional design safety factors into more rigorously deduced factors based on the theory of probability.This is a major advancement in bridge design specifications.However,LRFD is only calibrated for dead and live loads.In cases when extreme loads are significant,they need to be individually assessed.Combining regular loads with extreme loads has been a major challenge,mainly because the extreme loads are time variables and cannot be directly combined with time invariant loads to formulate the probability of structural failure.To overcome these difficulties,this paper suggests a methodology of comprehensive reliability,by introducing the concept of partial failure probability to separate the loads so that each individual load combination under a certain condition can be approximated as time invariant.Based on these conditions,the extreme loads (also referred to as multiple hazard or MH loads) can be broken down into single effects.In Part Ⅱ of this paper,a further breakdown of these conditional occurrence probabilities into pure conditions is discussed by using a live truck and earthquake loads on a bridge as an example.There are three major steps in establishing load factors from MH load distributions:(1) formulate the failure probabilities;(2) normalize various load distributions;and (3) establish design limit state equations.This paper describes the formulation of the failure probabilities of single and combined loads.     

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基于报纸媒体内容分析和信息熵的广交会综合影响力时空分布

从报纸媒体的角度研究广交会作为重大事件的综合影响力的时空分布特点。以中国知网(http://www.cnki.net/) 所属“中国重要报纸全文数据库”(CCND) 2000-05-05 到2011-05-30 时间段内“广交会”为主题的4333 条新闻报道为研究文本, 通过传播学中的内容分析法建构分析类目, 统计类目包括新闻的时间、所属的届数与期数、报社所在城市、新闻版面、新闻字数等, 共由3 个编码员进行统计, 并对类目编码进行信度检测。在对新闻内容进行计量统计的基础上, 引进信息熵度量信息量, 利用信息熵和报道篇数构建广交会综合影响力指标, 进一步构建广交会空间综合影响力指数方程, 分析广交会综合影响力在全国的分布情况, 并检验综合影响力指标和经济指标的相关性。结果发现:① 从时间分布来看, 以新闻报道数量来衡量, 在事件(广交会) 进行时其综合影响力存在时间衰减现象, 各展期综合影响力的年际变化则呈现为周期性的年度重复现象。② 从空间分布来看, 广交会综合影响力空间分布与城市参展商数量、经济情况和距离有着密切的联系:受影响大的城市主要集中在沿海经济发达的省份, 受影响小的城市主要分布在西部和北部, 整体上综合影响力大小和城市分布的密度由东到西递减;综合影响力总体上存在显著的空间距离衰减, 但对于北京和上海这两个特殊城市而言, 空间距离已经不是广交会综合影响力的主要因素, 而在广交会举办地的“当地”(广东省内) 较短的距离内, 距离衰减并不显著, 当空间距离超出一定范围, 则存在明显的距离衰减现象。     

Optimizing layout of pumping well in irrigation district for groundwater sustainable use in northwest China

Optimizing layout of pumping well plays a vital role in curbing the groundwater level decline. A novel optimization model is presented in this study. First, the optimal well number is obtained by taking into account factors of local economy and environment based on nonlinear programming model. Then, the well spatial layout assessment model is attained based on information entropy weight and technique for order preference by similarity to ideal solution (TOPSIS). After that, the relative closeness to positive ideal solution of alternative (c_i) on the rationality of well spatial layout in cultivated land is calculated, and a set of alternatives are ranked according to the descending order of c_i. Finally, the well optimization layout is obtained by combining the optimal well number with well spatial layout assessment result based on the GIS data of pumping wells. As a case study, this method was applied in Yongchang Irrigation District of Shiyang River Basin, the arid region of northwest China. Results show that under the conditions of sustainable use of water resources, the irrigation district needed 724 wells for irrigation, with a decrease of 31.0% when compared with the existing number of wells. The wells with low flow rate and operating efficiency distributed in high density where groundwater is over‐exploitation were recommended to be closed. This well optimization layout method is expected to play a significant role in helping make plans for exploiting groundwater at more sustainable level, curbing the groundwater level decline trend, and improving the local ecological environment. Copyright © 2015 John Wiley & Sons, Ltd.     

社区减灾能力的熵权-灰靶评价方法研究——以苏州新区为例

社区是城市细胞和基层单位,其防灾减灾能力建设对构建城市安全体系有着极其重要的作用。本文借助于熵权-灰靶模型和GIS叠置分析技术进行社区减灾能力综合评价方法研究,首先从灾害风险评估能力、救援与保障能力等6个方面构建起包含30个二级指标的社区减灾能力评价指标体系。经过指标序列的影响空间和标准模式的构建、灰靶变换和靶心度分级,进行社区减灾能力分级评价。以苏州新区作为案例分析研究区,借助于ArcMap10.2软件得到该区域的社区减灾能力空间分布特征图。分析结果表明,研究区社区减灾能力总体上呈现东区较好,西区较弱,区域内社区减灾能力建设不平衡特征。研究区各街道和社区的灾害风险评估能力和灾害管理能力较好,工程防御能力总体分布不均衡,经济基础支撑能力、救援与保障能力、公众认知能力较差,说明社区综合减灾能力不足,今后应从单纯依赖减灾示范社区建设转变为加强社区综合减灾能力的内涵建设。     

甘肃北山牛圈子地区志留纪骆驼圈西岩体的岩石成因及构造意义

北山牛圈子地区的骆驼圈西埃达克岩为过铝质钙碱性岩浆系列,具有高的SiO_2(57.94%)、Al_2O_3(16.66%)和低的MgO(4.32%)含量,较高的Na_2O/K_2O比值(3.13),显示富钠的特征;而在微量元素上,高Sr(589×10~(-6)~1170×10~(-6)),低Y(4.60×10~(-6)~13.90×10~(-6))和Yb(0.43×10~(-6)~1.32×10~(-6));轻重稀土分异明显(La/Dy)N=4.60~13.87、(La/Yb)N=7.17~20.58,Eu异常不明显(Eu/Eu*=0.85~1.32);富集轻稀土和大离子亲石元素,而亏损高场强元素Nb,Ta,Ti和重稀土HREE,与世界上典型的俯冲洋壳熔融形成的埃达克岩特征相似。结合区域上埃达克岩的研究成果和岀露的构造位置,以及与牛圈子蛇绿岩的关系,认为骆驼圈西埃达克岩是志留纪(U-Pb年龄为428.9 Ma)时期热的洋壳向公婆泉—东七一山早古生代活动陆缘带俯冲过程中部分熔融的产物。对该岩体的研究,为进一步研究北山造山带早古生代北山洋盆闭合和晚古生代北山洋盆重新裂开提供新的依据。     

水准测量中尺度比参数的附加系统参数的Partial EIV模型解法

针对目前水准测量中尺度比参数的附加系统参数的平差模型,本文对模型进行重构,提出尺度比参数的附加系统参数的partial errors-in-variables（Partial EIV）模型,给出总体最小二乘准则下的解算公式及迭代算法。实际算例和模拟数据结果表明,本文方法与传统方法在处理尺度比参数为附加系统参数时的效果基本一致,并给出相关的理论依据。     

基于熵权法的土地覆被动态遥感监测与评价——以新疆伊犁地区和博州为例

基于MODIS数据,选取植被净第一性生产力(NPP)、温度植被旱情指数(TVDI)、改进型土壤调整植被指数(MSAVI)、陆地表面温度(LST)4个对干旱地区地表覆被具有显著指示作用的指标,结合IGBP土地利用类型分类图,以新疆伊犁地区和博尔塔拉蒙古自治州(简称博州)为例,对研究区2003—2007年土地覆被动态进行监测,并利用熵权法确定各个指标的权重,在此基础上进行土地覆被动态的综合评价。结果表明,不同指标对不同的土地利用类型具有不同的适宜性和指示度;在新疆伊犁地区和博州,土地覆被动态地域差异性明显,土地覆被退化程度较大的土地类型为水体、草地、永久湿地、城镇,而森林、灌木林、荒漠草原和农田等土地类型有所改善,呈现出“局部改善、总体退化”的局面;引用熵权法将多个遥感指标综合起来进行土地覆被动态的监测与评价的途径是可行且有效的,可为干旱区土地覆被、荒漠化、土地退化、植被变化等工作的监测与评价提供可靠的技术方法与有价值的案例。     

矢量地图空间信息度量及其变化分析方法

如何计算地图的空间信息含量是评价制图质量、地图综合算法以及实现空间信息有效传输的重要基础。论文在详细分析现有的空间信息度量方法的基础上,提出了一种空间信息度量的新方法。该方法分别从几何、专题、拓扑以及专题拓扑4个方面来度量地图空间信息。然后,提出利用膨胀和序贯膨胀形态学算子分析几何信息熵、专题信息熵、拓扑信息熵以及专题拓扑信息熵随地图符号影响范围不同而引起的变化。通过算例分析发现,利用Voronoi图计算得到的结果是论文方法的一个极值结果(即特例),并且该方法便于定量分析地图空间信息熵度量随符号影响范围(或大小)的变化情况。