黔西南铊矿床（点）赋矿地层中成矿元素的若干地球化学问题研究

本文以地球化学过程基本定律为指导，根据区域和矿区外围八条剖面１６９件样品的分析数据，采用柯尔莫各洛夫非参数正态检验法，对黔西南铊矿床（点）赋矿地层中成矿元素Ｔｌ、Ａｕ、Ｈｇ、Ｓｂ、Ａｓ、Ｐｂ、Ｚｎ的丰度值进行了研究。     

蠕状石成因研究的新进展

重点介绍了蠕状石成因的研究现状和目前流行的几种成因假说，并对其进行了讨论和评价，尤其对“出溶硅氧泵模式”假说的蠕状石出溶的原理、过程和“硅氧泵”的实验机理、数据等、做了较为详尽的阐述。     

面向对象GIS工具软件的开发管理

本文分析了面向对象ＧＩＳ工具软件的特点，介绍了软件开发的常用方法，提出了用生命周期法和面向对象法相结合进行面向对象ＧＩＳ工具软件开发的阶段划分和基本内容，为面向对象ＧＩＳ工具软件的实际开发提供了一个软件开发管理方面的方法和思路。     

上海市桩基础的桩型选择问题

本文介绍了上海市桩基础的常用桩型及其特性,并进行了经济性和实用性的比较;提出了上海桩型需要改进和进一步发展的意见,提出了几种尚未采用的新桩型,这些新的桩型在技术和经济性方面可能是有竞争力的。     

Economic benefit risk assessment of controlling land subsidence in Shanghai

Land subsidence, a major and well-known geological hazard in Shanghai, has caused serious losses. Based on past studies, the cost and benefit of the Shanghai's land subsidence hazard control were assessed and forecasted by risk assessment. An economic benefit-risk assessment was taken in order to control completely land subsidence and make rational safety elevations of the flood control wall. The result of risk assessment shows that the present 6.9-m elevation of the floodwall is not sufficient for the standard of occurring only once in a thousand years. After 200 years, the spring tide hazardous risk losses caused by land subsidence would amount to 49.73 million yuan per year. The proportion of expense in thoroughly controlling land subsidence to the economic benefit is 1:41.44; to construct the flood control wall to an elevation that would prevent inundation from a flood event, to reach the standard of occurring only once in a thousand years, and to avoid tide losses, the ratio of the investment of reducing tide hazard to the economic benefit should be 1:53.24.     

江苏沿海地区深层地下水开发利用现状及环境地质问题

江苏沿海地区深层地下水在开发利用过程中，由于开采布局不合理和存在“三集中”(开采层次集中、开采地段集中、开采时间集中)以及水文环境地质条件脆弱等因素，出现水位逐年下降，并形成区域性降落漏斗，致使部分地段地下水资源枯竭、水质成化和诱发地面沉降等诸多环境地质问题。本文着重分析沿海地区深层地下水开发利用的6个阶段(初级、城市开采、城市超采、区域超采、区域控制开采和区域压缩开采阶段)、区域降落漏斗的3个发展过程(1986年、1995年和2002年)和因深层水超量开采诱发的水资源枯竭、水质成化和地面沉降等环境地质问题的发育特征及演化趋势，从地下水资源管理和可持续发展的角度，提出深层水的保护规划、浅层咸水、海水资源的开发利用、实行强制节水、污水资源化和发展海洋性产业的对策建议。     

Study on the characteristics of earthquake’s impact on cities

Firstly, the impact of historical earthquakes on 34 China province-level capital cities is evaluated by using historical earthquake catalog. The distribution of affected intensity shows, about 53% of cities have even not been affected by earthquake intensity VI, and 44% of cities have been hit by earthquake intensity VII to IX. For most of the cities, occurrence frequency of affected intensity VI is usually higher than that of affected intensity larger than VI, and the value of affected intensity with maximal occurrence frequency may be very different among cities. So both the maximal affected intensity and the affected intensity with maximal occurrence frequency should be taken into account when the prevention seismic intensity needs to be determined. Secondly, considering the incompleteness of records of historical earthquakes, a method of earthquake catalog computer simulation is introduced to study the features of affected intensity of big cities. 69 county-level cities of Fujian Province are selected to be statistical objects. The statistical result shows, for different risk levels the seismic intensity changes greatly among cities, the seismic intensity of 2% probability of exceedance in 50 years can be regarded as the characteristic affected intensity of city, and can be the basis of determining the city special earthquake prevention level and a proper indicator of future earthquake’s impact on cities. Foundation item: A Public Benefit Foundation of the Ministry of Science and Technology of China. Contribution No. 04FE1005, Institute of Geophysics, China Earthquake Administration.     

一种新的基于空间数据库的空间数据编辑处理方法

分析了空间数据编辑的处理现状和存在的问题,介绍了一种新的处理方法,结合Geostar 4.0的Oracle和SQLServer空间数据库系统实现了该方法的设计。     

SARS疫情预测预报中的分段非线性回归方法

介绍了几种对累计SARS疫情预测预报中的非线性增长曲线模型，说明了Richards增长曲线在这次SARS疫情预测预报中合理性和可行性，由此建立了累计SARS疫情预测预报中的非线性回归点模型。并具体对北京SARS疫情进行了跟踪预测预报，包括整体和分时间段的预测预报，获得了北京SARS疫情随时间的预测预报结果，说明了北京4月底的一系列控制措施对北京SARS疫情所带来的影响，为进一步的后续研究打下了良好基础。     

Structural vibration control by shape memory alloy damper

A damper device based on shape memory alloy (SMA) wires is developed for structural control implementation. The design procedures of the SMA damper are presented. As a case study, eight such SMA dampers are installed in a frame structure to verify the effectiveness of the damper devices. Experimental results show that vibration decay of the SMA damper controlled frame is much faster than that of the uncontrolled frame. The finite‐element method is adopted to conduct the free and forced vibration analysis of the controlled and uncontrolled frame. The experimental and numerical results illustrate that the developed SMA dampers are very effective in reducing structural response and have great potential for use as efficient energy dissipation devices with the advantages of good control of force and no lifetime limits, etc. Copyright © 2003 John Wiley & Sons, Ltd.