一些关于gps的论文和期刊

英文的有:《GPS SOLUTIONS》、《JOURNAL OF GEODESY》《Inside GNSS》《GPS World》《ISPRS J PHOTOGRAMM》《REMOTE SENS ENVIRON》《IEEE T GEOSCI REMOTE》《INT J APPL EARTH OBS》《REMOTE SENS》《GISCI REMOTE SENS》《IEEE GEOSCI REMOTE SENS LETT》《IEEE J-STARS》《SENSORS》...中文的有:《中国测绘》《中国土地科学》《国土与自然资源研究》《国土资源遥感》...可以上知网或者谷歌学术查询,有很多相关信息.

和SCI一个档次的、属于顶级杂志、

gps solutions 是SCI 收录期刊，2009年影响因子：年影响因子：德国 SpringerLink 数据库可检索，。

GPS1. SpaceThe space is part of GPS satellite by 24 work [1], it is located above the surface of the 20 200km, evenly distributed in six track surface (4) each track surface, orbit for 55 ° Angle. In addition, there are four star orbiting satellites active backup. The distribution of satellite in global anywhere at any time can be observed in 4 above, and can keep good satellite positioning accuracy of geometrical image solution. This provides a continuous on time in the global navigation skills. GPS satellite produces two groups, one group called Morse code (C/A Coarse/Acquisition Code11023MHz), A group called the P (Procise Code 10123MHz), P Code for higher frequency, not suffer interference, high precision, so by the . military control, and the password, generally, mainly for folk cannot . military service. C/A code for measures to lower accuracy, and deliberately used mainly open to . The ground controlThe ground control station by a master, five global stations and 3 ground control station. There are equipped with precision of the station clock and continuous measuring cesium visible satellites to accept machine. The satellite observation stations will obtain data, including the ionosphere and meteorological data, after initial treatment, to master station. Master station from various stations, satellite tracking data calculated the orbit and clock parameters, then will result to 3 ground control station. The ground control station in each satellite run over to the navigation, master station instructions and data into a satellite. The injection of each star GPS satellite, and in every time inject stood range from satellite before finally injection. If a ground fault, so in the satellite navigation of stored information can also be used for a period of time, but the navigation precision will gradually . User equipment partsUser equipment parts namely GPS signal receiver. Its main function is to capture by certain Angle of satellite deadline to choose to follow these satellites and satellite, the operation. When the receiver to capture the satellite tracking, after receiving antenna can be measured and satellite pseudo distance and the distance change, satellite orbits parameters, such as the demodulation data. Based on these data, the receiver can handle the computer by positioning solution method and computing the user's position in the longitude and altitude geographical position, speed, time, etc. The hardware and software receivers in GPS data post-processing software package and form a complete GPS user equipment. GPS receiver unit and receiving antenna structure is divided into two parts of the unit. Receiver generally USES machine and together two kinds of dc power supply. Setting machine aims to replace the power supply without interruption continuous observation. In use within the time machine power battery charging automatically. After shutdown, machine battery power for the RAM, memory, in order to prevent the loss of data. At present various types of accept machine, weight and small volume and light, facilitate the field Ground control system (by now), the Station so the control Station (Master), so now the Antenna (Ground), the Antenna control Station, colo springfield, Colorado (are). The ground control station is responsible for collecting information by satellite, and alex, relative to star satellite data from the atmosphere correction. Secondly, the existing users receiver for two and two, double-frequency due to price factor, general user buys more for single-rate at the application of GPS road engineeringThe application of GPS in road construction, is mainly used to establish various road engineering control network and determination of the control points electricity, etc. Along with the rapid development of the highway to survey technology, puts forward a higher request, due to long, known points less, therefore, with the conventional measure method not only, and the net difficulties are hard to meet the requirement of high precision. At present, China has gradually establish lines using GPS technology, then head high precision control network layont wires with conventional methods. Practice has proved, in a few tens of kilometers within the scope of the point error only 2 centimeters, reached the conventional method to realize the accuracy, but also greatly ahead of time. GPS technology also applied to the control measure of large bridge. Since it is unnecessary to tong, can form strong nets, improve accuracy of inspection, via conventional measure fulcrum is effective. GPS technology in the measurement of the tunnel has broad prospect of application, GPS, reduced need through conventional method, the intermediate links, therefore, high speed, high accuracy, significant economic and social GPS navigation and traffic management in automotive applicationsThree-dimensional navigation is the primary function, GPS, ships, aircraft and ground vehicles pacers can use GPS navigation device for navigation. Car navigation system is in the global positioning system (GPS developed on the basis of a new technology. Car navigation system by GPS navigation, self-discipline, navigation and microprocessor, speed sensor, gyro sensor and cd-rom drives, LCD display. GPS navigation systems and electronic map, radio communication network, computer vehicle management information system, combining can achieve vehicle tracking and traffic management and many other GPS in long-distance passenger vehicle management application (for example),In the first set of professional long-haul GPS vehicle management system, and long-distance communication GPS intelligent management system, for example, it is combined with the satellite positioning technology, GPRS/CDMA communications business, GIS, image collection technology, computer network technology, and database in the company to build a passenger control (C/S structure and B/S structure combining), and the other for points, the public security bureau and control YunGuan departments and departments of the control system, established by the control center system, wireless communication system platform (GPRS/CDMA), global positioning system (GPS), four parts and trackside equipment all-weather, a full range of driver and vehicle tracking management platform, System can be registered vehicle dynamic tracking and monitoring implementation, pictures, driving record, management, data analysis and so on the function, monitoring vehicles in electronic map, and display of vehicles running track data, Operating terminal optional internal network or the Internet server to visit and through the center to provide online IE browser integrated passenger management data analysis of the control system (B/S structure), And the capacity of the system software available according to the center of the hardware configuration and operating terminal server, the most greatly expanded, net vehicles 500,000 can not only is long, can the passenger vehicles such social vehicles. And the system still can use group management, different types of vehicles into different groups, facilitate the operation technology application examples in the navigatorGPS navigators international leading brand: Ahada YiHang (of) -- from silicon valley, now login China!The core products function:1) map queryA penny saved is a penny gained in operation on a terminal search your destination penny saved is a penny gained can record you always want to place, and retain information, also can be Shared with others and the location penny saved is a penny gained fuzzy query your attachment or a location near the station, hotel, such as ) route planningA penny saved is a penny gained GPS navigation system will be set according to the starting point and destination, automatic programming penny saved is a penny gained planning routes whether can be set to pass some penny saved is a penny gained planning routes whether can avoid high-speed etc. ) automatic navigationA penny saved is a penny gained speech navigation:To provide drivers advance in speech, navigation condition intersection traffic information, such as a way to understand the wizard tells you how to drive to the destination. Navigation in one of the most important function, make you need, through watching operation terminal voice prompt can safe penny saved is a penny gained picture navigation:In the end, will display operate maps and position of the car now, driving speed, the destination of the route, planning, crossing the road to penny saved is a penny gained redesign line:When you have the line planning, or go wrong when crossing, GPS navigation system according to your present position, for you to plan a new route to the principleGPS navigation system is the basic principle of measuring the satellite to known position of the distance between the user receiver, and then integrated satellite data can know the location of the receiver. To achieve this objective, the position of the satellite can according to record the clock time on satellite star found in a calendar. Visible GPS navigation system is part of the satellite launch navigation ceaselessly. However, due to the use of the user to accept machine with satellite space-borne clock clock synchronization, may not always except user 3d coordinate x, y, z, will also introduce a Δ t is the difference between the satellite and the receiver as unknown, then use four equations will these four unknown. So if you want to know, the receiver's place at least four satellites can receive the receiver can receive the GPS clock can be used to accurately on the two levels of second time information, Used to forecast the next few months in the general position of satellite prediction star alex, Can be used to calculate the location for the satellite radio star alex, the coordinates for a few meters to dozens of accuracy of each different, rice (change) satellite, And the GPS system information, such as receiver to code measurement can get satellite receiver, because of the distance to the clock contains receiver satellite transmission error, error and the atmosphere is called pseudorange. 0A yards of measured pseudorange called UA yards pseudorange and accuracy for about 20 meters of P yards, measured pseudorange called P yards pseudorange and accuracy for about 2 receiver of received signal, decoding technology, or other information on the carrier modulation in removed, can restore carrier. Strictly speaking, the carrier phase should be called the carrier frequency phase, it is patted the received by doppler frequency influence of satellite signal receiver carrier phase and machine generated signal phase difference oscillations. General bell in the epoch receiver determined to keep time measurement, satellite signal, it can track record of phase change, but start when the value of the receiver and satellite observations of the oscillator is not know the initial phase of the epoch, also don't know phase integers, namely the fuzzy degrees, only in data processing as parameters. Phase observations of high precision and mm, but the premise is a whole week, so only in fuzzy relative positioning, and a continuous observation can use phase observations, and to achieve superior level meters positioning accuracy of also only using phase to the localization way, GPS positioning and relative into single point positioning (difference). According to a single point positioning receiver is the observation data to determine the position of the receiver, it only USES pseudorange observation, can be used as a compendium of navigation and positioning vehicles. Relative location (difference) is based on the observation data of two above receiver to determine the relative position between the observation methods, it can be adopted pseudorange observation may adopt phase observation and geodesy or engineering measurement shall be made phase observation value relative the GPS observation satellite and the receiver is contained in the clock, atmospheric propagation delay, the multipath effect etc, in the positioning error when calculating by satellite radio star alex, the influence of error in relative positioning error when most public offset or weakened by positioning accuracy, so will greatly improve, double-frequency receiver can according to the observation of two frequency offset the atmosphere, the main part of the error of the ionosphere, high accuracy in the distance between the receiver when significant difference (air), should choose double-frequency receiver.

“3S”期刊杂志主要涉及地理信息科学，测绘方面的研究。中文核心期刊有：遥感学报、地理与地理信息科学、计算机工程与应用、测绘学报、测绘通报、遥感学报、测绘科学 国外知名期刊有：GPS Solutions, Survey Review, The Photogrammetric Record, International Journal of Remote Sensing, Photogrammetric Engineering & Remote Sensing, Journal of Geodesy, ISPRS Journal of Photogrammetry and Remote Sensing, Radio Science, IEEE Xplore: IEEE Transactions on Geoscience and Remote Sensing, Remote Sensing of Environment

李博峰博士研究涉及大地测量数据处理理论和GNSS应用新技术等多领域。尤其对混合整数模型参数估计理论、方差-协方差分量估计理论、三频GNSS数据处理、以及网络RTK的研究有深入的研究和独到的见解。在国际著名学术期刊JGR, J Geod, IEEE TGRS, IJGIS, GPS Solutions，以及国内测绘学报等学术期刊发表论文80余篇，其中，SCI/EI检索60篇。担任J Geod, GPS Solut, JoSE, Surv Review, JGPS, J Spatial Science, Sensor等国际期刊审稿员，部分论文（2008~）： 1. Shen Y*, Li B. (2007). Regularized solution to fast GPS ambiguity resolution. Journal of Surveying Engineering, 133 (4): 168-1722. Li B*, Shen Y, Xu P. (2008) Assessment of stochastic models for GPS measurements with different types of receivers. Chinese Science Bulletin, 53(20): . Feng Y*, Li B. (2008) A benefit of multiple carrier GNSS signals: regional scale networkbased RTK with doubled inter-station distances. Journal of Spatial Science, 53(1):. Shen Y*, Li B, and Xu G. (2009) Simplified equivalent multiple baseline solutions with elevation-dependent weights. GPS Solutions 13 (3): . Li B*, Shen Y. (2010) Global navigation satellite system ambiguity resolution with constraints from normal equations, Journal of Surveying Engineering, 136 (2):63-716. Li B*, Feng Y, Shen Y. (2010) Three carrier ambiguity resolution: distance independent performance demonstrated using semi-generated triple frequency GPS signals, GPS Solutions, 14(2):177-1847. Feng Y, Li B*. (2010) Wide area real-time kinematic decimetre positioning with multiple carrier GNSS signals, SCIENCE CHINA: Earth Sciences, 53(5):731-7408. Zhou Z, Shen Y*, Li B. (2010). A windowing-recursive approach for GPS real-time kinematic positioning. GPS Solutions, 14 (4): 365-3739. Li B*, Feng Y, Shen Y, Wang C. (2010) Geometry-specified troposphere decorrelation for subcentimeter real-time kinematic solutions over long baselines, Journal of Geophysical Research, 115:B1140410. Li B*, Shen Y, Feng Y. (2010) Fast GNSS ambiguity resolution as an ill-posed problem, Journal of Geodesy, 84:683-69811. Shen Y*, Li B, Chen Y. (2011) An iterative solution to weighted total least-squares adjustment, Journal of Geodesy, 85:229-23812. Li B, Shen Y, Lou L*. (2011) Efficient estimation of variance and covariance components: a case study for GPS stochastic model evaluation, IEEE Transactions on Geoscience and Remote Sensing, 41(1):203-21013. Li B*, Teunissen PJG. (2011) High dimensional integer ambiguity resolution: first comparison between LAMBDA and Bernese, The Journal of Navigation, 64:S192-S21014. Shen Y, Xu P*, Li B. (2012). Bias-corrected regularized solution to inverse ill-posed models, Journal of Geodesy, 86: 597-60815. Li B*, Shen Y, Li W. (2012) The seamless model for three-dimensional datum tansformation, Science China: Earth Sciences, 55(12):2099-210816. Zhou Z*, Li B, Shen Y. (2013) A Window-recursive approach for GNSS kinematic navigation using pseudorange and Doppler measurements, The Journal of Navigation, 66:295-31317. Li B*, Shen Y, Zhang X. (2013) Triple frequency GNSS navigation prospect demonstrated with semi-simulated data, Advances in Space Research, 51:1175-118518. Verhagen S*, Li B, Teunissen PJG. (2013) Ps-LAMBDA:Ambiguity success rate evaluation software for interferometric applications, Computers & Geosciences, 54:361-37619. Li B, Shen Y, Zhang X, Li C, Lou L*. (2013) Seamless multivariate affine error-invariables transformation and its application to map rectification, International Journal of Geographical Information Science, 27(8):1572-159220. Li B, Shen Y, Lou L* (2013). Noniterative datum transformation revisited with twodimensional affine model as a case study, Journal of Surveying Engineering, 139(4):166-17521. Lu J*, Chen Y, Li B, Fang X. (2014) Robust total least squares with reweighting iteration for three-dimensional similarity transformation, Survey Review, 46(334):28-3622. Shen Y*, Li W, Xu G, Li B (2014) Spatiotemporal filtering of regional GNSS network’s position time series with missing data using principle component analysis, Journal of Geodesy, 88:1-1223. Li B*, Shen Y, Feng Y, Gao W*, Yang L (2014) GNSS ambiguity resolution with controllable failure rate for long-baseline network RTK, Journal of Geodesy, 88(2):99-11224. Li B*, Verhagen S, Teunissen PJG. (2014) Robustness of GNSS integer ambiguity resolution in the presence of atmospheric biases, GPS Solutions, 18:283-29625. Li B*, Teunissen PJG (2014) GNSS antenna-array aided CORS ambiguity resolution, Journal of Geodesy, 88(4):363-37626. Zhou Z*, Li B* (2014) GNSS windowingnavigation with adaptively constructed dynamic model, GPS Solutions, doi:. Li Y, Gao Y, Li B* (2014). An impact analysis of arc length on orbit prediction andclock estimation for long-baseline and PPP applications, GPS Solutions, 2014,doi: . 1. 李博峰，沈云中. (2008) 顾及基线先验信息的GPS模糊度快速解算, 测绘学报, 38(4): . 李博峰，沈云中，周泽波. (2009) 中长基线三频GNSS模糊度的快速算法, 测绘学报, 38(4):296-3013. 李博峰，沈云中，楼立志 (2010) 基于等效残差的方差-协方差分量估计, 测绘学报, 39(4):349-3544. 李博峰，沈云中 (2010) P范分布混合整数模型极大似然估计, 测绘学报, 39(2): . 李博峰，沈云中 (2011) 基于等效残差积探测粗差的方差-协方差分量估计, 测绘学报, 40(1):. 李博峰，沈云中，张兴福 (2012) 纳伪概率可控的四舍五入法及其在整周模糊度固定中的应用, 测绘学报, 41(4): 483-4897. 张兴福，李博峰. (2013) 多类重力场模型的精度分析及联合确定GPS点正常高的方法, 测绘学报, 42(1):6-128. Li, B., Teunissen, P. (2012) Real-Time Kinematic Positioning Using Fused Data from Multiple GNSS Antennas, 15th International Conference of Information Fusion, 9-12 July, 2012, 933-9379. Li B, Verhagen S, Teunissen PJG. (2013) GNSS ambiguity estimation and evaluation: LAMBDA and Ps-LAMBDA. CSNC 2013 Proc, Lecture Notes in Electrical Engineering 244, 291-30110. Li B. (2008) Generation of third code and phase signals based on dual-frequency GPS measurements. ION GNSS 2008, Savannah, GA, America, pp:2820-2830 (sponsored student paper)11. 李博峰，沈云中，楼立志(2010) GPS中长基线观测值随机特性分析，武汉大学学报·信息科学版, 35(2): 176-18012. 李博峰，刘成，石德斌，等(2010) 无砟轨道铁路控制网的Helmert方差分量估计，同济大学学报·自然科学版, 38(2): 302-30613. 李博峰，沈云中 (2009) 附有约束条件的GPS模糊度快速解算，武汉大学学报·信息科学版, 34(1):177-12114. 李博峰，沈云中，冯延明 (2009) 基于三频GNSS的长距离实时精密导航算法，武汉大学学报·信息科学版, 34(7):782-786