Selection of environmental conditions for nearshore structure design

1　Introduction　InChina ,coastalcitiesaremostlyregionaleconomicdevelopmentcenters.Becauseoftheirspecialgeogra phiclocations ,typhoonsandassociatedstormsurgescauseheavylossesoflivesandproperties.In 1 992 Qing daowasfloodedduetothecoincidenceoftheastrono m…     

中国大陆造山带地壳密度结构特征

本文探讨中国大陆造山带地壳介质密度的变化特征和不同类型,并用大陆动力学机制解释这些特征产生的原因。根据重力场小波变换的尺度—源深度转换律,进行地面重力异常场多尺度分解,取得了反映中国地壳不同埋藏深度的小波细节,揭示了造山带地壳的密度结构。和克拉通地体不同,中国大陆的造山带下地壳密度都偏低,只有古生代块体弱碰撞形成的摺皱山脉是例外。这些造山带大都与古大洋封闭和俯冲碰撞作用有关。古大洋封闭后在地壳中留下的裂隙和海水,会造成地壳密度降低。中国大陆造山带地壳密度结构大致可以分四类。上中下地壳密度都偏低的属于第一类造山带。第二类造山带上中地壳密度偏低,而下地壳密度偏高。第三类造山带上中地壳密度偏高,而下地壳密度偏低。第四类造山带上中下地壳密度都偏高。通过板块构造原理和岩石物理规律对青藏高原造山带地壳密度结构分类的解释可见,青藏高原南部,中部和北部地壳密度结构分属三类不同的造山带,体现印度次大陆和欧亚板块碰撞不同阶段作用造成的结果。根据地壳密度变低和厚度是否加大,还可以识别板沿和板内造山带。     

GIS MCE技术在农业气象灾害风险评价中的应用

气象灾害风险评价涉及多源、多维、多尺度空间数据与社会经济统计数据,对应用GIS结合MCE技术进行农业气象灾害风险评价进行了研究。利用特尔菲专家测定法建立评价准则,利用空间划分技术建立评价单元,利用属性值空间化技术实现对气象灾害影响因素空间分布特征进行描述,以空间叠置计算获得多准则条件下空间单元决策目标分值,从而实现区域气象灾害风险区划。研究表明,GIS结合MCE技术能够较好地整合与气象灾害风险评价相关的各类空间数据和社会统计数据,实现气象灾害风险的定量化评价。以冰雪灾害致灾因子评价为例,证明以上技术方法具有可行性。     

乌鲁木齐机场一次寒潮多相态降水过程分析

利用常规观测资料及新疆区域自动站、乌鲁木齐风廓线雷达、多普勒雷达资料,针对2015年2月13日发生在乌鲁木齐地区的一次雨雪天气过程,从大气背景环境、风温垂直结构、冷暖平流及雨、雪相态转换成因等方面进行分析。结果表明:此次寒潮降水天气的大尺度环流背景是中亚地区高空脊向极区发展,脊顶北风引导极地冷空气南下,在西西伯利亚地区发展成大槽。大槽东移进入新疆地区后,槽后冷空气与北上的西南暖湿气流在天山山区汇合造成此次寒潮降水天气。乌鲁木齐机场出现雪转雨再转雪等相态转换,是由于先受冷平流控制,随着地面冷锋前部暖平流临近,低空暖层厚度加大,降雪粒子在降落过程中融化为雨滴,地面降水相态转为雨夹雪和雨,冷锋系统进入后,再次处于冷平流控制下,降水相态再由雨转为雪。风廓线雷达风场资料的分析结果表明,空中冷暖平流的性质和转换与降水相态变化有较好的对应关系;风廓线垂直速度显示,降雪粒子与雨滴粒子相比,垂直速度较小且雨滴粒子主要集中在1000 m以下。利用多普勒雷达产品分析地面冷锋的移动、空中冷暖平流的变化,有助于对降水相态变化的预报。     

广东省土地登记信息交换系统的设计与实现

广东省各级土地登记部门经过多年的信息化建设,已经建成了一批土地登记信息管理系统,为业务的开展提供了有效的支撑,但由于缺乏统一的建设标准,这些系统之间无法进行信息共享。广东省通过建设土地登记信息交换系统,在省、市、县三级节点构建起了一套土地登记信息动态汇交体系,打破了信息孤岛,为全省土地登记信息监管系统的构建和运行提供了重要保障。本文重点介绍了该系统的需求分析、系统设计,以及在实现过程中采用的关键技术等。     

极地记录冰川和达尔克冰川流速的遥感监测研究

测定南极冰川的流速 ,对于研究南极冰雪物质平衡、南极环境变化及其对全球环境的影响有重大意义。本文论述了利用多时相卫星遥感影像监测冰川变化的原理和方法 ,通过对英格里特 .克里斯泰森海岸不同时期的遥感影像进行几何纠正和配准及叠加处理 ,测量和计算出极地记录冰川和达尔克冰川的平均流速 ,并对它们的变化特点进行了初步的分析和评价。     

利用层次空间推理进行城市空间信息多级网格划分

提出了城市基本单元网格的概念,并对其划分原则进行了探讨。采用层次空间推理理论,设计了城市单元网格划分算法。实验结果表明,采用城市基本单元网格作为社会经济信息采集的基础,能通过基本单元网格的聚合得到不同层次的多级网格,从而实现社会经济信息的共享。     

应用最优化模型分析活断层与地震的关系

文中应用基于“多态”前兆模式及效能评价的最优效能单项模型参数选择方法,分析了3个地震带活断层(Qp3—Qh)与地震(M≥6)空间分布之间的关系。结果表明,河套地震带地震较集中分布在距断层20km的范围内,用其对6级以上地震进行地点预测有较高的准确性,R值达0.5,而对祁连山地震带30km范围内地震的发生地点进行预测,R值却仅为0.14     

A Review of: “Applications of Spatial Data Structures: Computer Graphics,Image Processing,and GIS”. By H. SAMET. (Addison-Wesley Publishing Company,Inc, 1989.) [Pp. xv + 507; figures,tables, appendix,references, name and credit index,subject index.] Price US $49.95. ISBN 020150300 X (hardback).

The introduction of automated generalisation procedures in map production systems requires that generalisation systems are capable of processing large amounts of map data in acceptable time and that cartographic quality is similar to traditional map products. With respect to these requirements, we examine two complementary approaches that should improve generalisation systems currently in use by national topographic mapping agencies. Our focus is particularly on self‐evaluating systems, taking as an example those systems that build on the multi‐agent paradigm. The first approach aims to improve the cartographic quality by utilising cartographic expert knowledge relating to spatial context. More specifically, we introduce expert rules for the selection of generalisation operations based on a classification of buildings into five urban structure types, including inner city, urban, suburban, rural, and industrial and commercial areas. The second approach aims to utilise machine learning techniques to extract heuristics that allow us to reduce the search space and hence the time in which a good cartographical solution is reached. Both approaches are tested individually and in combination for the generalisation of buildings from map scale 1:5000 to the target map scale of 1:25 000. Our experiments show improvements in terms of efficiency and effectiveness. We provide evidence that both approaches complement each other and that a combination of expert and machine learnt rules give better results than the individual approaches. Both approaches are sufficiently general to be applicable to other forms of self‐evaluating, constraint‐based systems than multi‐agent systems, and to other feature classes than buildings. Problems have been identified resulting from difficulties to formalise cartographic quality by means of constraints for the control of the generalisation process.     

Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures

Structural vibration control using active or passive control strategy is a viable technology for enhancing structural functionality and safety against natural hazards such as strong earthquakes and high wind gusts. Both the active and passive control systems have their limitations. The passive control system has limited capability to control the structural response whereas the active control system depends on external power. The power requirement for active control of civil engineering structures is usually quite high. Thus, a hybrid control system is a viable solution to alleviate some of the limitations. In this paper a multi‐objective optimal design of a hybrid control system for seismically excited building structures has been proposed. A tuned mass damper (TMD) and an active mass driver (AMD) have been used as the passive and active control components of the hybrid control system, respectively. A fuzzy logic controller (FLC) has been used to drive the AMD as the FLC has inherent robustness and ability to handle the non‐linearities and uncertainties. The genetic algorithm has been used for the optimization of the control system. Peak acceleration and displacement responses non‐dimensionalized with respect to the uncontrolled peak acceleration and displacement responses, respectively, have been used as the two objectives of the multi‐objective optimization problem. The proposed design approach for an optimum hybrid mass damper (HMD) system, driven by FLC has been demonstrated with the help of a numerical example. It is shown that the optimum values of the design parameters of the hybrid control system can be determined without specifying the modes to be controlled. The proposed FLC driven HMD has been found to be very effective for vibration control of seismically excited buildings in comparison with the available results for the same example structure but with a different optimal absorber. Copyright © 2002 John Wiley & Sons, Ltd.