宁乡灰汤高温矿泉水开发设计中存在的主要问题

宁乡灰汤矿泉出露点水温高达88℃，含氟、锂、偏硅酸等多种对人体有益的微量元素和组分，医疗价值很高，是创办旅游疗养胜地不可多得的宝贵地热资源。由于其交通欠方便，湘晖有限公司拟将其输送至宁乡城郊长—常高速公路旁创办国际旅游度假区。管道输送距离长达49km，在国内外均属罕见。该文简要介绍了灰汤高温矿泉水资源概况及其对创办旅游度假区的可供水量；阐述了辅水管线、输水工艺与方法、辅水设备及存在问题。     

土壤生态分区与土地利用规划研究——以四平市幅为例

研究区属松辽盆地内的断陷平原，按区域地质构造、地貌单元及生态类型整体相似，可统一将本区划为土壤生态区；按区内次级地质构造和地貌单元及生态类型的局部差异，将本区划分为剥蚀构造岗丘生态亚区、波状黄土台地（平原）生态亚区、河谷漫滩及平坦冲积平原亚区；按微地形、成土母质、土壤类型的不同，进一步划分土壤生态片。此种划分客观反映了土壤生态条件和生产力的差异，有利于土地资源潜力的充分发挥和科学的管理。这是一种新的土地利用规划尝试。     

防洪安全建设中的移民建镇布点方法及应用

针对防洪安全建设规划中运用机率小、预见期较长的蓄滞洪区,在保证其合理有效利用的前提下,考虑蓄滞洪区内工农业发展状况,自然地理环境以及移民后的生产生活条件,运用区域布局理论,提出移民建镇优化规划的布点方法,并将该方法应用于洪泽湖圩区规划。     

山西省省级气候影响评价现状与发展

本文介绍了山西省省级气候影响评价工作的基本状况，气候影响评价系统和气候影响评价中所采用的指标、方法、模式，对山西省气候影响评价现状与发展进行了分析，并提出了今后工作的初步设想。     

辽宁省防震减灾“九五”重点项目实施概况及建设成果

“九五”期间，辽宁省地震局按照中国地震局的统一部署，应用先进的数字技术、网络技术和计算机技术，对原有的前兆与地震观测的模拟技术系统进行了改造，新建了辽宁省地震信息网络系统和防震减灾指挥中心，这是辽宁省第一次这样大规模地对防震减灾技术系统进行建设和改造。本文对“九五”重点项目的任务、技术系统构成及建设成果进行了阐述。     

税收筹划与企业财务管理

根据税收筹划的定义、特征及产生必备的条件、税收筹划的原则来分析企业财务,总结经验,旨在抛砖引玉,唤起广大会计工作者的研究热情,使税收筹划的作用在新环境下得以充分发挥。     

美丽中国建设的理论基础与评估方案探索

美丽中国建设是关系中华民族永续发展的根本大计,也是落实到2030年联合国可持续发展议程的中国实践。党和国家针对“五位一体”的总体布局对建设美丽中国做出了战略部署,国家主席习近平在全国生态环境保护大会上进一步提出了美丽中国建设的“时间表”和“路线图”。但目前对美丽中国建设的理论基础、评估指标体系、评估标准及建设成效等问题并不清晰。本文从广义和狭义视角提出了美丽中国建设的基本内涵,将人地和谐共生论、五维一体美丽论作为美丽中国建设的核心理论基础,进一步构建了包括生态环境、绿色发展、社会和谐、体制完善、文化传承等5个维度的美丽中国建设评估指标体系,运用联合国人类发展指数（HDI）测评方法,对2016年中国341个地级市（州）的美丽中国建设成效进行了科学评估。结果显示,美丽中国建设的综合美丽指数（中科美丽指数）平均值为0.28,总体处于偏低水平,生态环境美丽指数、绿色发展美丽指数、社会和谐美丽指数、体制完善美丽指数和文化传承美丽指数分别为0.6、0.22、0.29、0.22和0.07,分项指数值均较低,且地域发展差异较大,说明美丽中国建设进程总体缓慢且不平衡。为了高质量、高标准地贯彻落实美丽中国建设的“时间表”和“路线图”,建议构建并发布通用的美丽中国建设进程评估体系,对美丽中国建设进程开展动态监测与阶段性综合评估,编制并发布美丽中国建设评估技术标准,做好美丽中国建设综合区划,分区域因地制宜地开展美丽中国样板区建设试点,并把美丽中国建设成效纳入各级政府考核指标。     

湖北省农房调查信息化软件系统研究与开发

根据湖北省农村房屋所有权确权登记发证项目现状,详细分析了湖北省农村房屋调查登记发证图件成果的类型和要求;介绍了湖北省农村房屋调查登记发证地籍绘图系统的设计与开发过程。通过湖北省各县市1a多的使用发现,该系统操作简便,运行稳定,完全满足当前湖北省农村房屋所有权确权登记发证项目的要求。     

Seismic behaviour of asymmetric buildings with supplemental damping

This paper investigates the response of asymmetric‐plan buildings with supplemental viscous damping to harmonic ground motion using modal analysis techniques. It is shown that most modal parameters, except dynamic amplification factors (DAFs), are affected very little by the plan‐wise distribution of supplemental damping in the practical range of system parameters. Plan‐wise distribution of supplemental damping significantly influences the DAFs, which, in turn, influence the modal deformations. These trends are directly related to the apparent modal damping ratios; the first modal damping ratio increases while the second decreases as CSD moves from right to left of the system plan, and their values increase with larger plan‐wise spread of the supplemental damping. The largest reduction in the flexible edge deformation occurs when damping in the first mode is maximized by distributing the supplemental damping such that the damping eccentricity takes on the largest value with algebraic sign opposite to the structural eccentricity. Copyright © 2000 John Wiley & Sons, Ltd.     

Seismic code analysis of multi-storey asymmetric buildings

Static torsional provisions in most seismic codes require that the lateral force at each floor level be applied at some distance from the reference centre at that floor. However, codes do not specify how to determine the locations of these centres. As a result, several different definitions of the reference centres are being used to implement the code analysis. This investigation examined how the results using various reference centres differ and which of these centres would lead to results that are in agreement with those of dynamic analysis. For this purpose three different buildings ranging form torsionally stiff to torsionally flexible were analysed. It was shown that for the class of buildings studied in this investigation that although the locations of the reference centres were quite different, the results were very similar and nearly independent of the reference centre. Comparison of results calculated from static code equivalent lateral force procedures and results from dynamic response spectrum analyses showed that the static code procedures led to design forces very close (flexible wall) or slightly conservative (stiff wall) when compared to the dynamic analysis for the torsionally stiff building. However, the static code procedures significantly underestimated the design forces of the stiff walls and significantly overestimated the design forces of the flexible walls for the torsionally flexible buildings. © 1998 John Wiley & Sons, Ltd.