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91.
针对目前隧道的变形监测多是通过经纬仪、水准仪以及全站仪对隧道断面进行观测完成,无法准确、有效地反映隧道整体变形的问题。研究了基于三维激光扫描点云的数据处理及形变分析方法,首先进行隧道断面椭圆拟合,然后利用拟合得到的椭圆参数进行断面长、短半轴形变分析,同时对隧道管片进行拟合以求得观片接头处变形,进而对隧道整体变形进行分析。实验表明,对实测的两期数据截取12个位置相同的断面,利用文中算法进行断面椭圆拟合和形变分析,统计结果显示两期数据拟合所得长、短半轴之差绝对值均小于3mm,且各断面整体形变参考点90%的变形小于3mm,结果充分证明本文介绍的数据处理方法的合理性及有效性,与传统方法相比优势明显,对地铁施工和运行阶段的隧道变形监测具有一定的指导和借鉴意义。 相似文献
92.
利用ldquo;非零导数显著性rdquo;检验方法, 分析了中国大陆东西部地区及青藏高原、新疆、东北、华北、华南以及台湾构造区内地震活动广义应变释放时间分布的不均匀结构. 结果表明,当广义地震应变指数eta;取较小值时,新疆、华南、东北以及台湾构造区地震活动自1970年以来总体上呈长期增强趋势, 而青藏高原与华北构造区则呈长期减弱的态势;在较小的时间窗宽情况下,各构造区均存在多尺度成丛特征,显示出地震活动在一定的尺度层次下的强弱交替现象. 但当该eta;取较大值时,除青藏高原与台湾构造区在某些尺度时间窗宽内存在某些时段趋势性变化外,其它各构造区广义地震应变释放时间分布均无统计学意义上的显著变化. 相似文献
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溴化锂水溶液的几个主要物性参数计算方程 总被引:10,自引:0,他引:10
贾明生 《广东海洋大学学报》2002,22(3):52-58
通过对溴化锂水溶液物性的实测数据进行回归分析 ,提出了溴化锂水溶液的平衡方程及粘度系数、结晶温度、密度、定压比热容、比焓等物性参数计算方程。回归和归纳出的方程中最大的相对误差为6 42 % ,平均相对误差均不超过 1 3 6% ,能够满足双效溴化锂吸收式制冷循环热力计算和传热计算的要求 相似文献
96.
《Geoforum》2018
Our study examines older people’s perceptions towards the urban environment and their spatial experiences through a person-environment perspective. We argue that Person-Environment (P-E) fit is critical to older people’s quality of life: positive environmental stimuli and personal adaptation competence have been held to influence this fit, and quality of fit will eventually affect interactions between older people and place. In a mixed-methods study, a context sensitive place audit was applied to a new town in Hong Kong, with a view to identifying strengths and weaknesses in the built environment and older people’s own strategies of living. Through 302 questionnaires and three focus groups with older participants, the results revealed high appreciation of outdoor spaces, transportation and social participation. The findings also indicate a strong association between housing typology and perceived age-friendliness. People accommodated in public housing estates tended to accord higher scores to their living environment although social exclusion was identified among oldest-old respondents in particular. Older people’s affective links with their living environment across time and their unique life-course experiences may help to explain their relatively relaxed attitudes when they face changes and hardships. 相似文献
97.
北斗系统精密卫星钟差精度评价 总被引:1,自引:1,他引:0
针对目前北斗卫星导航系统尚未形成统一的事后轨道和钟差产品的现状,该文提出了一种较为全面的北斗卫星导航系统精密卫星钟差精度评价方法,从钟差拟合残差标准差和天跳变等方面对北斗系统事后精密卫星钟差的精度进行了评价。使用相同方法对2013年全年、2014年上半年的北斗系统精密卫星钟差产品进行了评价,以此来分析定轨策略调整对卫星钟差的影响。结果表明,武汉大学分析中心解算的北斗系统精密卫星钟差产品的精度为分米级,大部分卫星的钟差精度优于0.2m,且定轨策略调整后倾斜地球同步轨道/中地球轨道卫星钟差产品的精度有小幅度提升;定轨策略调整前卫星钟差天跳变在0.2~0.5m间,但是调整后钟差天跳变显著增大,变化范围为2~3m,建议在实际应用中对其加以慎重处理。 相似文献
98.
99.
J. J. Veevers 《Australian Journal of Earth Sciences》2013,60(2):123-126
Sea floor spreading between Antarctica and Australia was resolved into two stages: (1) fast (27 mm/year), from the present to 49 Ma on a northerly azimuth constrained by well mapped fracture zones; and (2) slow (4.5 mm/year), from 49 Ma to break‐up at 96 Ma. A northwesterly azimuth was inferred by interpolation between the position of the continents at 49 Ma and the initial fit of the continents at break‐up at 96 Ma; during this stage, jumps to Australia of the spreading ridge west of the Spencer‐George V Fracture Zone were postulated to have transferred parts of the Australian Plate to Antarctica. Recently acquired satellite gravity trends confirm the inferred northwesterly azimuth and ridge jumps of the early spreading stage. 相似文献
100.
Time series analysis has two goals, modeling random mechanisms and predicting future series using historical data. In the present work, a uni-variate time series autoregressive integrated moving average (ARIMA) model has been developed for (a) simulating and forecasting mean rainfall, obtained using Theissen weights; over the Mahanadi River Basin in India, and (b) simulating and forecasting mean rainfall at 38 rain-gauge stations in district towns across the basin. For the analysis, monthly rainfall data of each district town for the years 1901-2002 (102 years) were used. Theissen weights were obtained over the basin and mean monthly rainfall was estimated. The trend and seasonality observed in ACF and PACF plots of rainfall data were removed using power transformation (α=0.5) and first order seasonal differencing prior to the development of the ARIMA model. Interestingly, the ARIMA model (1,0,0)(0,1,1) 12 developed here was found to be most suitable for simulating and forecasting mean rainfall over the Mahanadi River Basin and for all 38 district town rain-gauge stations, separately. The Akaike Information Criterion (AIC), goodness of fit (Chi-square), R 2 (coefficient of determination), MSE (mean square error) and MAE (mea absolute error) were used to test the validity and applicability of the developed ARIMA model at different stages. This model is considered appropriate to forecast the monthly rainfall for the upcoming 12 years in each district town to assist decision makers and policy makers establish priorities for water demand, storage, distribution, and disaster management. 相似文献