道路工程平面坐标系的统一性理论研究     

范东明  苏勇  黄强  贺全兵  游为 《四川测绘》2011,(3):99-102

传统上道路工程勘测、设计、施工各单位统一采用以初测导线点处垂线为基准线、水准面为基准面的,把各相邻测站处局部水准面相连拼接成一个统一带状的平面坐标系统（定义为道路工程渐变平面坐标系）。本文提出顾及地球重力场模型,用GPS直接建立垂线和水准面系统的道路工程渐变平面坐标系的解决方案,从理论上统一了勘测坐标系（GPS平面坐标系）和设计、施工坐标系（道路工程渐变平面坐标系）,消除了其间存在的系统误差。  相似文献   

埃文斯目视日晕光度计测量原理研究     

刘煜  高菁华  裴晓星 《云南天文台台刊》2012,(3):290-294

埃文斯目视日晕光度计（Evans Visual Sky Photometer,EVSP）是应用于日冕仪选址的重要仪器,从20世纪40年代一直使用至今,它为现代日晕光度计的定标提供了参考标准。通过使用云南天文台现存的一架EVSP研究了它的工作原理,并重点介绍了所利用的简易定标方法。给出了国际现有的多台EVSP日晕亮度定标曲线。由于EVSP内部光学元件反射率和透过率,以及中性渐变光楔的光学密度等存在未知的时间缓变特点,因此利用这种新定标手段可以高效经济地获得各自的定标曲线。  相似文献   

Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations     

Pouria Kourehpaz  Carlos Molina Hutt  Nasser A. Marafi  Jeffrey W. Berman  Marc O. Eberhard 《地震工程与结构动力学》2021,50(1):26-42

Studies of recorded ground motions and simulations have shown that deep sedimentary basins can greatly increase the intensity of earthquake ground motions within a period range of approximately 1–4 s, but the economic impacts of basin effects are uncertain. This paper estimates key economic indicators of seismic performance, expressed in terms of earthquake‐induced repair costs, using empirical and simulated seismic hazard characterizations that account for the effects of basins. The methodology used is general, but the estimates are made for a series of eight‐ to 24‐story residential reinforced concrete shear wall archetype buildings in Seattle, WA, whose design neglects basin effects. All buildings are designed to comply with code‐minimum requirements (i.e., reference archetypes), as well as a series of design enhancements, which include (a) increasing design forces, (b) decreasing drift limits, and (c) a combination of these strategies. As an additional reference point, a performance‐based design is also assessed. The performance of the archetype buildings is evaluated for the seismic hazard level in Seattle according to the 2018 National Seismic Hazard Model (2018 NSHM), which explicitly considers basin effects. Inclusion of basin effects results in an average threefold increase in annualized losses for all archetypes. Incorporating physics‐based ground motion simulations to represent the large‐magnitude Cascadia subduction interface earthquake contribution to the hazard results in a further increase of 22% relative to the 2018 NSHM. The most effective of the design strategies considered combines a 25% increase in strength with a reduction in drift limits to 1.5%.  相似文献   

2019年10月12日广西玉林北流MS 5.2地震深部孕震环境     

赵慈平  胡久常  周艺颖  郭明瑞 《地震地磁观测与研究》2021,42(2):116-118

正地震是地壳或岩石圈构造变形的一种方式,施加于边界断层及其活动块体内的力决定了它们的变形方式(伸展、挤压、走滑),而变形(或地震)的空间分布受岩石圈流变学控制,尤其是受断层和其间块体强度以及这些块体与岩石圈耦合作用的控制(Thatcher,2009)。而火山岩浆作为低粘度熔体,其活动通常也会产生地震,地震类型和大小与岩浆活动深度有关。在上地幔顶部,岩浆活动会引起颤动(tremor),在地壳较深部位时,  相似文献   

珊溪水库地震台阵建设     

尹晶飞  张明  汪贞杰  沈钰 《地震地磁观测与研究》2021,42(1):126-131

为更好地对珊溪水库地震震群进行监测和分析,浙江省地震局自2006年开始建设珊溪水库地震台阵。介绍了该环形小孔径台阵的勘选和建设过程,并结合2次地震震群活动的监测数据,展示了该台阵对地区性地震活动监测的效果。  相似文献   

中国大陆强震孕育深处的变形模式     

陈棋福  李乐  姜金钟 《地震地磁观测与研究》2021,42(2):99-100

正地震预测面临着地球内部的"不可入性"和大地震"非频发性"的问题,是极具挑战性且尚待解决的世界性科学难题之一(陈运泰,2009)。地震活动是断裂活动的直接体现,精定位的震源深度客观反映了断裂深部发生地震滑动变形的起始位置。断裂深部发生的慢滑动和重复地震等对揭示断裂深部行为具有重要的指示意义(Harris,2017)。在同一构造部位重复发生并具有高度相似波形的重复地震可作为天然的"地下蠕变计",具有地质地貌和大地测量等浅表观测难得的"原位观测"优势,为探测断裂深部变形信息提供了有效途径(陈棋福等,2018)。  相似文献   

《中国大陆现代垂直形变图集的编制与资料整编》项目数据集     

陈欣  薄万举  郑智江  宋雯  董运洪  刘文龙  张立成  万文妮  杜雪松  马青  李林 《地震地磁观测与研究》2021,42(4):183-190

2015—2019年,由中国地震局第一监测中心牵头,自然资源部大地测量数据处理中心和武汉大学等单位共同完成科技部科技基础性工作重点专项,系统拯救、整编和共享20世纪50年代以来全国垂直形变测量数据,编制不同时空尺度的地壳垂直形变图,为强震中长期预测、地壳动力学研究、地形变灾害研究与防控及相关的国民经济建设服务。本文介绍中国大陆20世纪60年代—21世纪10年代不同时段1:400万和1:2 400万垂直形变图,其活动构造相关的地理要素、形变信息的清晰度更好,分辨率更高。还有典型沉降区垂直形变图、典型构造活动区（带）垂直形变图和强震同震形变图将在后续文章详细介绍。  相似文献   

不同跨高比对多层钢框架内填混凝土深梁结构抗震性能影响          下载免费PDF全文

袁晓洒    张力    刘方    贾腾飞  贾星亮   《世界地震工程》2021,(1):034-40

为了研究不同跨高比多层钢框架内填混凝土深梁结构的抗震性能,在钢框架内填混凝土深梁滞回性能试验的基础上,利用ABAQUS对六层纯钢框架（结构一）、钢框架内填跨高比为2混凝土深梁结构（结构二）和钢框架内填跨高比为0.75混凝土深梁结构（结构三）进行弹塑性时程分析。结果表明:内填混凝土深梁使结构整体刚度明显增大;在地震波的作用下,结构二的最大顶点位移降低可达58.3%,结构三的最大顶点位移降低可达89.3%,内填混凝土深梁,结构的抗侧移性能得到了极大改善,且随着深梁跨高比的减小而大幅度提升;结构二滞回曲线饱满,呈现纺锤形,混凝土深梁充分起到了第一道防线作用。经济合理的钢框架内填混凝土深梁结构具有一定的工程应用价值。  相似文献   

Historical behaviour of Dome C and Talos Dome (East Antarctica) as investigated by snow accumulation and ice velocity measurements     

Stefano Urbini  Massimo Frezzotti  Stefano Gandolfi  Christian Vincent  Claudio Scarchilli  Luca Vittuari  Michel Fily 《Global and Planetary Change》2008,60(3-4):576-588

Ice divide–dome behaviour is used for ice sheet mass balance studies and interpretation of ice core records. In order to characterize the historical behaviour (last 400 yr) of Dome C and Talos Dome (East Antarctica), ice velocities have been measured since 1996 using a GPS system, and the palaeo-spatial variability of snow accumulation has been surveyed using snow radar and firn cores. The snow accumulation distribution of both domes indicates distributions of accumulation that are non-symmetrical in relation to dome morphology. Changes in spatial distributions have been observed over the last few centuries, with a decrease in snow accumulation gradient along the wind direction at Talos Dome and a counter-clockwise rotation of accumulation distribution in the northern part of Dome C. Observations at Dome C reveal a significant increase in accumulation since the 1950s, which could correlate to altered snow accumulation patterns due to changes in snowfall trajectory. Snow accumulation mechanisms are different at the two domes: a wind-driven snow accumulation process operates at Talos Dome, whereas snowfall trajectory direction is the main factor at Dome C. Repeated GPS measurements made at Talos Dome have highlighted changes in ice velocity, with a deceleration in the NE portion, acceleration in the SW portion and migration of dome summit, which are apparently correlated with changes in accumulation distribution. The observed behaviour in accumulation and velocity indicates that even the most remote areas of East Antarctica have changed from a decadal to secular scale.  相似文献   

中国优质碎屑岩深层储层控制因素综述   总被引：18，自引：2，他引：16  

李会军  吴泰然  吴波  朱雷  郭光立 《地质科技情报》2004,23(4):76-82

根据中国深层储层分布广,地质条件差异大的实际情况,认为沉积环境、地温、深埋藏时间、溶解与胶结作用、烃类充注、异常压力、绿泥石环边为深层储层的主要控制因素,并对每一种因素作了具体分析,指出深层储层的分布可以用3种模式来进行预测。  相似文献