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11.
导出了航空重力测量偏心改正的实用计算公式 ,利用某航空重力测量实测数据 ,计算了位置、速度和加速度的偏心改正 ,并对垂直加速度、厄特弗斯改正、水平加速度改正和空间改正的偏心影响进行了详细分析 ,讨论了偏心改正对偏心距、姿态角的测定精度要求。 相似文献
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From October 1995 to August 1996.a total of 50 ECC(electrochemical concentration cell)ozonesoundings were made in Xining(36.43°N,101.45°E,2296 m ASL)to study the distributionand seasonal characteristics of ozone profile,and intercompare the Brewer Umkehr ozone profilesobtained at Waliguan Baseline Station over the Qinghai Plateau.It was demonstrated that(1)Umkehr produced estimates of the ozone comparing with ECC profiles were accurate to better than25% in the 20—38 km altitude range,and where 23—33 km region was the most accurate,withinabout 15% of the ECC ozonesonde:(2)higher differences between Brewer Umkehr and ECCozonesonde occurred in the troposphere and lower stratosphere;and ozone amounts wereoverestimated in Umkehr layers 1,2 and 3,and were underestimated in Umkehr layers 6 and 7 byBrewer Umkehr method. 相似文献
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分析了一种运用平衡点加一倍点操作抗边信道攻击的椭圆曲线标量乘法。方法虽然使点加和倍点的功耗不可区分,但是当标量用二进制表示时,标量乘法的运算功耗仍有边信息泄露。对标量乘算法的传统功耗攻击主要集中在点加运算和倍点运算之间的功耗差异上,文中将攻击点转移到标量乘算法中for语句和if语句之间的功耗差异上,并成功对平衡点加一倍点操作后的标量乘功耗曲线实现了简单功耗攻击。 相似文献
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考虑高强钢筋、ECC等高性能材料在桥梁工程中的推广应用,针对普通钢筋混凝土桥墩抗震性能相对较差的情况,研究高强钢筋ECC-RC复合桥墩的桥梁抗震性能。通过OpenSees平台建立普通RC桥墩桥梁、ECC-RC复合桥墩桥梁及高强钢筋ECC-RC复合桥墩桥梁非线性有限元模型,采用增量动力法和"能力需求比"分析方法建立桥梁各构件及系统的地震易损性曲线,探讨高强钢筋及ECC对桥梁抗震性能的影响。研究表明:ECC-RC、高强钢筋ECC-RC复合桥墩及其桥梁系统的地震易损性均有改善,且高强钢筋ECC的改善效果更显著,高强钢筋ECC-RC复合桥墩支座的地震易损性有所降低,高强钢筋及ECC的应用有助于提高桥墩和桥梁系统抗震性能和安全性,特别是在中震及大震作用下这一现象更加明显。 相似文献
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Liu Qijun Zheng Xiangdong Luo Chao Tang Jie Ding Guoan Li Xingsheng Zhou Xiuji 《Acta Meteorologica Sinica》1998,12(1):103-111
From October 1995 to August 1996.a total of 50 ECC(electrochemical concentration cell) ozonesoundings were made in Xining(36.43°N,101.45°E,2296 m ASL)to study the distribution and seasonal characteristics of ozone profile,and intercompare the Brewer Umkehr ozone profiles obtained at Waliguan Baseline Station over the Qinghai Plateau.It was demonstrated that(1) Umkehr produced estimates of the ozone comparing with ECC profiles were accurate to better than 25% in the 20-38 km altitude range,and where 23-33 km region was the most accurate,within about 15% of the ECC ozonesonde:(2)higher differences between Brewer Umkehr and ECC ozonesonde occurred in the troposphere and lower stratosphere;and ozone amounts were overestimated in Umkehr layers 1,2 and 3,and were underestimated in Umkehr layers 6 and 7 by Brewer Umkehr method. 相似文献
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The structure of the upper ocean and surface atmospheric conditions are described during a ship cruise across the central Indian Ocean from December 1995 to January 1996. In situ data on currents, temperature, salinity and surface heat fluxes are described and compared with expected climatological values. Thermocline uplift in the 6-7°S latitude band is linked to the cyclonic shear of near-surface currents. A comparison of quiescent and windy periods demonstrates that evaporative fluxes become amplified near cyclonic vortices fed by southerly meridional winds. The ocean density structure is influenced by salinity gradients, driven by the precipitation-evaporation balance. Near the inter-tropical convergence zone (ITCZ), freshwater fluxes create a stable surface layer and helps to maintain the eastward equatorial counter-current. An analysis of the atmospheric boundary layer from NCEP re-analysis data seeks to place the in situ results into the context of weather conditions at the time of the cruise. Further studies of this kind will improve our understanding of relationships between the Indian Ocean monsoon and surrounding climates. 相似文献
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快速产生安全的椭圆曲线是椭圆曲线密码体制(ECC)理论研究和实际应用的前提和基础，构造给定阶的椭圆曲线的复乘(CM)方法，是实践中构造安全椭圆曲线最常用的方法。基于消息传递接VI(MPI)的并行实现了复乘方法，实验表明，在两台主机上加速比达到了1．38。 相似文献
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陆面热力因子应用于中国夏季降水预测的初步试验 总被引：4，自引：1，他引：3
基于对中国东部夏季降水与欧亚大陆土壤温度和全球海表温度的相关分析,选取不同关键区的土壤温度和海表温度作为夏季降水的预测因子。利用1961-1990年的资料,分别以土壤温度作为第1组预测因子,海表温度作为第2组预测因子,综合海表温度与土壤温度因子作为第3组预测因子,使用改进的典型相关分析和集合典型相关分析法对中国东部夏季降水场进行预测,建立了相应的预测模型。然后,利用1991—2010年的资料进行了独立样本预测试验。在独立样本预测试验中,综合海表温度与土壤温度因子建立的模型比只用海表温度进行预测的各项预测评分高,说明加入土壤温度因子后预测效果有所提高。基于陆面热力因子的预测模型对夏季降水有一定的技巧,而综合海温与陆面热力因子的预测模型对中国东部夏季降水有较高的预测能力。 相似文献
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高延性纤维增强水泥基复合材料(ECC)具有高强度、高延性和水硬过程中粘结性能良好,在砌体加固工程中具有广泛的应用前景。通过对2片未加固、2片单面和2片双面ECC面层加固后空斗墙进行水平拟静力试验,对比加固不同砌法下单面和双面空斗墙破坏模式、滞回曲线、刚度退化、承载能力和延性性能,进而研究ECC面层加固对墙体抗震性能的影响。利用ABAQUS有限元软件,采用预留孔洞的整体建模方式进行有限元分析,对比了试验值与计算值。结果表明:ECC面层与砖墙之间粘结较可靠,ECC面层优越的材料抗力可以抵抗墙体承担的水平剪力;单、双面ECC面层加固后空斗墙体极限变形能力及极限承载力均得到大幅提升,试件延性和抗震性能同步改善;有限元计算的水平承载力值与试验值相差不大。 相似文献