中国人类生物气候区划初探

为研究气温，湿度，风速和太阳辐射对人体冷热感的综合影响，利用有效温度和风冷指数以及我国６５７个气象站３０年的气候资料，做了中国人类生物气候区划。结果表明，我国冬季大致可分为２７个生物气候区，夏季一般可分为２０个生物气候区。区划结果对旅行，定居，城市建设，事行动等人类活动有参考价值。     

甲烷浓度变化的有效辐射强迫及其对气候的影响

利用国家气候中心大气环流模式BCC_AGCM2.0,结合IPCC 第五次评估报告给出的最新有效辐射强迫的概念,模拟了自工业革命以来由于人类活动造成的甲烷浓度增加引起的有效辐射强迫及其气候效应。得出如下结论：甲烷浓度增加造成的有效辐射强迫的全球平均值为0.49 W/m²;导致全球平均地表温度上升0.31 ℃,升温主要分布在南北半球中高纬度地区;全球平均降水量增加0.02 mm/d,赤道辐合带降水中心有向北移动的趋势;地表水汽通量的变化使高纬度地区云量增加（约4%）,而中低纬度地区云量减小（约-3%）。     

基于遥感影像大数据、卷积神经网络的福建省有效致灾雷电分布模型及应用

为了研究福建省有效致灾雷电的分布情况,基于福建省2004-2012年闪电定位数据及雷击人员伤亡数据、福建省L17级谷歌遥感影像瓦片,引入卷积神经网络模型对遥感影像所在区域是否属于人员活动的属性进行建模、训练和预测,得到福建省人员活动属性的格点产品,结合福建省历史雷电数据对有效致灾的雷电分布情况进行了分析,结果表明:①设...     

基于MapInfo的海量卫星影像管理与分析

实现海量卫星影像资料快速有效的管理,对开展大区域大数据量的生产任务具有重要意义。本文以天绘卫星影像数据为例,介绍通过自编程序读取关键信息,利用MapInfo软件实现海量影像数据快速有效的管理分析,解决现实生产中的难题。     

高强复合玻璃纤维加固RC梁疲劳性能研究

现有桥梁中有一部分需要进行加固,而采用高强复合玻璃纤维进行加固在国内尚属起步阶段,研究其加固性能,尤其是加固后的疲劳性能是一项有意义的工作。本文进行了高强复合玻璃纤维加固RC梁在重复荷载作用下的弯曲性能试验研究。试验表明:粘贴高强复合玻璃纤维后混凝土梁的疲劳寿命提高了2倍多,其疲劳变形减少了61%~65%,加固梁的疲劳抗裂性能得到了较大改善。因此,粘贴复合玻璃纤维是提高混凝土梁疲劳性能的有效方法,可用于延长混凝土梁的使用寿命。本文还通过加固梁的钢筋应力幅值与疲劳寿命的关系,拟合出S-N曲线。     

Wharf embankment and strengthening program at the Port of Oakland

The wharf and embankment strengthening program (WESP) is a structural modification project involving approximately 12,000 linear feet of pile-supported, marginal wharf structures. WESP is necessary because the Port of Oakland plans to deepen its berths from −42′ mean lower low water (MLLW) to −52′ MLLW, in conjunction with a Federal Government-sponsored channel dredging project. Unless they are structurally reinforced prior to the dredging, the waterfront components (i.e. wharves and embankments) will be weakened by the berth deepening project. WESP is a three-phase program that establishes the existing structural and seismic capacities of waterfront components, develops designs for improvements necessary to maintain these capacities after the berth deepening, and constructs the improvements. WESP also includes consideration of seismic upgrade improvements. The Port is currently completing the first phase of the WESP program. This paper will describe the design criteria, project phasing, construction type of waterfront components, project organization, and results to date for WESP.     

Comparative study of the inelastic response of base isolated buildings

This article presents a numeric comparative study of the inelastic structural response of base isolated buildings. The comparative study includes the following isolation systems: laminated rubber bearings, New Zealand one, pure friction and the frictional pendulum ones. The study is based on obtaining non‐linear response spectra for various design parameters using six earthquake records. Usually the base isolation of a new building seeks to maintain the structure in the linear elastic range. The response of old weak buildings or the response of new ones subjected to extreme earthquakes may not be, necessarily, in the aforementioned ideal elastic range. Consequently, it is important to characterize the response of isolated buildings responding inelastically. A conclusion from this research is that the isolators affect significantly the structural response of weak systems. Rubber isolators seem slightly less sensitive to plastification that may occur in the structure compared to friction isolators. Ductility demands in the structure are affected significantly by friction and neoprene protected systems, in particular sliding ones where larger demands are obtained. Copyright © 2002 John Wiley & Sons, Ltd.     

Three-dimensional admittance analysis of lithospheric elastic thickness over the Louisville Ridge

Using bathymetry and altimetric gravity anomalies, a 1° 9 1° lithospheric effective elastic thickness(Te) model over the Louisville Ridge and its adjacent regions is calculated using the moving window admittance technique. For comparison, three bathymetry models are used: general bathymetric charts of the oceans, SIO V15.1,and BAT_VGG. The results show that BAT_VGG is more suitable for calculating T e than the other two models. T e along the Louisville Ridge was re-evaluated. The southeast of the ridge has a medium Te of 10–20 km, while Te increases dramatically seaward of the Tonga-Kermadec trench as a result of the collision of the Pacific and IndoAustralian plates.     

Definition of catchment area in karst: case of the rivers Krčić and Krka,Croatia

Abstract

The study area consists of the spring zones of the Kr?i?, Krka and Cetina river catchments located in the Dinaric karst, Croatia. Classical hydrological approaches and some newer time and frequency domain methods are used in order to validate the existing hypotheses both qualitatively and quantitatively, and these contribute to factual information about the hydrological behaviour of the catchments. The groundwater recharge rates are calculated by a mathematical model based on Palmer's soil-moisture balance method. The values of parameters of the groundwater recharge model are estimated by the spectral method. The calculated monthly and annual groundwater recharge rates form the basis for estimating the hydrological catchment areas of the spring zones and also for the determina-tion of quantitative relationships between the catchments.