利用GPS实现大跨桥梁的实时安全监测   总被引：6，自引：0，他引：6  

过静珺  徐良  江见鲸 《全球定位系统》2001,26(4):2-8

由于悬索桥跨度大，台风、地震、车载和温度变化对桥梁变形影响很大，对大桥实时监测，获取桥梁在上述环境下的工作状况，验证结构的抗风、抗震分析的特征参数，成为大桥安全性研究的重大课题。为连续实时监测大跨染在环境如台风、地震、车载和温度作用下的位移变形，通过比较几种桥梁传统的位移测量方法，提出利用GPS技术实时监测桥梁位移和转角的新方法，该系统能精确记录大桥的温度变化、车载、风荷载下桥梁变形的位移和模态特性，这些数据在评估大桥安全性和交通安全方面有着重要作用。  相似文献   

广西两系杂交稻制种安全期气候分析   总被引：1，自引：0，他引：1  

涂方旭  李雄 《气象研究与应用》2001,22(4):40-43

根据两系杂交水稻制种对气象条件的要求 ,利用广西 80多站的气象资料 ,统计分析了广西各地两系杂交水稻制种的安全期 ,提出了广西杂交水稻安全制种应注意的一些气候问题  相似文献   

绥化电视发射塔工程场址地震基本烈度影响因素的探讨     

薛仲新 《东北地震研究》2001,17(3):51-59

采用同一地震带中两个不同潜在震源区的统计模型，讨论了当潜在震源区分方法不同时对场址基本烈度的影响。  相似文献   

液压阻尼系统（HDS）控制立式钢制储罐地震响应分析     

袁朝庆  李惠等 《地震工程与工程振动》2001,21(4):163-167

本文采用液压阻尼系统（HDS）控制立式圆柱钢制储罐的地震反应，建立了安装HDS储罐的力学分析模型，并进行了数值计算，从频域对安装HDS后储罐的地震响应进行了分析，研究了HDS的减震效果和HDS和HDS参数对储罐地震反应的影响。  相似文献   

地籍信息系统中动态地块存储的实现   总被引：2，自引：0，他引：2  

刘玉玲  刘瑜  罗群 《地理与地理信息科学》2001,17(3):31-34

该文归纳了地籍信息系统中地块动态变化的基本类型 ,提出了存储动态变化信息的两种解决方案 ,分别称之为基于多边形的数据结构和基于弧段的数据结构 ,讨论了它们具体的实现 ,并比较其优缺点  相似文献   

抽水蓄能电站工程地质勘察的物探对策     

常伟  钱世龙 《物探与化探》2001,25(4):300-305

笔者从地下地质工程和上水库工程地质调查这两个特殊问题论述了工程物探应用的对策和实效,具有一定的实用性和理论依据,对今后在抽水蓄能电站工程地质勘察中应用工程物探有一定的参考意义。  相似文献   

A Reliability Based Expert System for Assessment and Mitigation of Landslides Hazard Under Seismic Loading     

Al-Homoud  Azm S.  Tahtamoni  Wisam W. 《Natural Hazards》2001,24(1):13-51

Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading using both the safety factor and the displacement criteria of slope failure.The probabilistic models evaluate the probability of failure under seismic loading considering the different sources of uncertainties involved in the problem. The models also take into consideration the spatial variabilities and correlations of soil properties. The developed models are incorporated in a computer program PTDDSSA.These analysis/design procedures are incorporated within a code named SARETL developed in this study for stability analysis and remediation of earthquake triggered landslides. In addition to the dynamic inertia forces, the system takes into consideration local site effects.The code is capable of assessing the landslide hazard affecting major transportation routes in the event of earthquakes and preparing earthquake induced landslide hazard maps (i.e., maps showing expected displacements and probability of slope/embankments failure) for different earthquake magnitudes and environmental conditions. It can also beused for proposing a mitigation strategy against landslides.  相似文献   

Floodplain storage of mine tailings in the belle fourche river system: A sediment budget approach     

Donna C. Marron 《地球表面变化过程与地形》1992,17(7):675-685

Arsenic-contaminated mine tailings that were discharged into Whitewood Creek at Lead, South Dakota, from 1876 to 1978, were deposited along the floodplains of Whitewood Creek and the Belle Fourche River. The resulting arsenic-contaminated floodplain deposit consists mostly of overbank sediments and filled abandoned meanders along White-wood Creek, and overbank and point-bar sediments along the Belle Fourche River. Arsenic concentrations of the contaminated sediments indicate the degree of dilution of mine tailings by uncontaminated alluvium. About 13 per cent of the 110 × 10⁶ Mg of mine tailings that were discharged at Lead were deposited along the Whitewood Creek floodplain. Deposition of mine tailings near the mouth of Whitewood Creek was augmented by an engineered structure. About 29 per cent of the mine tailings delivered by Whitewood Creek were deposited along the Belle Fourche River floodplain. About 60 per cent of that sediment is contained in overbank deposits. Deposition along a segment of the Belle Fourche River was augmented by rapid channel migration. The proportions of contaminated sediment stored along Whitewood Creek and the Belle Fourche River are consistent with sediment storage along the floodplains of perennial streams in other, similar sized watersheds.  相似文献   

Delivery of upper-basin sediment to the lower neuse river,North Carolina,U.S.A.     

Jonathan D. Phillips 《地球表面变化过程与地形》1992,17(7):699-709

Extensive storage of upper-basin Piedmont sediment and apparent low sediment supply to streams in lower-basin Coastal Plain areas generates questions as to the source of alluvium in lower reaches of rivers of the U.S. Atlantic drainage. This was investigated on the Neuse River, North Carolina, using a mineralogical indicator of sediment source areas. The utility of mica flakes for discriminating between Piedmont and non-Piedmont sources of sediment in the lower Coastal Plain reaches of the Neuse was established on the basis of an examination of the U.S. National Soils Database and of 26 soil surveys of the North Carolina Coastal Plain. From the Neuse River estuary to 48 km upstream there are no mica flakes in floodplain soils or in river bank and channel shelf sediments. Mica flakes become more common upstream. This suggests that a very small proportion of the sediment eroded in the Piedmont portion of the watershed is delivered to the river mouth. The small amounts which presumably do reach the lower Coastal Plain are so diluted by Coastal Plain-derived alluvium that no Piedmont origin can be discerned. This demonstrates a dominantly Coastal Plain source and underscores the importance of storage and discontinuous transport in fluvial sediment systems. More importantly, results suggest that upper- and lower-basin sediment dynamics are not only non-linearly related, but may be virtually decoupled.  相似文献   

核安全导则中的地震震级划分意义   总被引：1，自引：1，他引：1  

李愿军 《工程地质学报》1993,1(2):62-65

本文论述了我国核安全导则中对地震进行两级划分的意义,着重讨论了大震在选址地震工作中的作用。最后,结合我国地震条件提出了大震划分的起算标度。  相似文献