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Building Design Influence On The Energy Performance

7. REFERENCE European Parliament and Council of 19 May 2010, 2010, Directive 2010/31/EU on the energy performance of buildings (recast). Strategia Naţională pentru Dezvoltare Durabilă a României Orizonturi 2013-2020-2030 (National strategy for sustainable development of Romania, Horizons), 2008. Romanian Government, Environment and Sustainable Development Minister, United Nations Programme for Development, National Centre for Sustainable Development , Bucharest, Romania. C107:2010 (2005). Normativ privind calcul termotehnic al elementelor de

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Improvement and Optimisation of Gyroplane Performance

oraz parametrów sterowania na czas trwania i wysokość bezrozbiegowego startu wiatrakowca (”Analysis of the impact of design factors and control parameters on duration and height of autogiro’s jump start”),. Prace Instytutu Lotnictwa, Nr 219. s. 39-46. (in Polish) [5] Drela M., Youngren H., Scherrer M., and Deperrois A., 2012, “XFLR-5”, available at: http://www.xflr5.com/xflr5.htm [6] Floros M.W., Johnson W., Performance Analysis of the Slowed-Rotor Compound Helicopter Configuration, Journal of the American Helicopter Society. Presented at the AHS 4th

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Overview and Performance of the Ukrainian SLR Station "Lviv-1831"

, pp. 135-143, July 2002. ILRS Report SLR Global Performance Report Card http://www.ilrs.gsfc.nasa.gov/stations/site_info/global_report_cards/index.html ITRF web site http://www.itrf.ensg.ign.fr/ UCEOP - Ukrainian Center for Earth Orientation Parameters http://www.mao.kiev.ua/EOP/ENGLISH/structure.htm

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Performance of Absolute Real-Time Multi-GNSS Kinematic Positioning

., Guo H., and Wang A (2014). Performance assessment of single-and dual-frequency BeiDou/GPS single-epoch kinematic positioning, GPS Solutions , 18, 393–403, doi: 10.1007/s10291-013-0339-3 Hernández-Pajares M., Juan JM., Sanz J., Orús R., García-Rodríguez A., and Colombo OL (2004). Wide area real time kinematics with Galileo and GPS signals,. In: 17th International Technical Meeting of the Satellite Division of the Institute of Navigation, ION GNSS 2004. pp 2541–2554 Héroux P., Gao Y., Kouba J., and Lahaye F (2004). Products and applications for Precise

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Frog origins: inferences based on ancestral reconstructions of locomotor performance and anatomy

, T. S. (1966): On the origin of the jumping mechanism in frogs. – Evolution, 20: 92–99. http://dx.doi.org/10.2307/2406151 Gradstein, F. M., Ogg, J. G., Schmitz, M., Ogg, G. (2012): The Geologic Time Scale 2012. – Elsevier, Amsterdam, 1176 pp. Herrel, A., Gonwouo, L. N., Fokam, E. B., Ngundu, W. I., Bonneaud, C. (2012): Inter-sexual differences in body shape and locomotor performance in the aquatic frog, Xenopus tropicalis . – Journal of Zoology, 287: 311–316. http://dx.doi.org/10.1111/j.1469-7998.2012.00919.x Herrel, A., Vasilopoulou

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Performance Of Static Positioning For Medium Distances Based On Data From A Virtual Reference Station And ASG-PL Network

Frames , Proceedings of the IAG Scientific Assembly, Rio de Janeiro, Brazil, pp. 86-92. Wanninger L. (1999). The Performance of Virtual Reference Stations in Active Geodetic GPS-Networks under Solar Maximum Conditions , Proc. of ION GPS 99, Nashville TN, pp. 1419-1427. Wanninger L. (2002). Virtual Reference Stations for Centimeter-Level Kinematic Positioning , Proc. of ION GPS 02, Portland, Oregon, pp. 1400-1407. Wanninger L. (2004). Ionospheric Disturbance Indices for RTK and Network RTK

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Seismic Performance of the Pier Considering Structural-Fluid Interaction with ANSYS Software

Abstract

In the present study, as the calculation of forces on the cylindrical structures of the sea has a special complexity, Morrison's mathematical model was used in the software. In addition, the kinematics of water particles is estimated to calculate their acceleration from the fifth-order non-static wave theory (Fenton method). In this paper, the analysis of the pier performance considering structural-fluid interaction using ANSYS soft is presented. Five models with the same period were considered and different wave heights and two different earthquake records of Tabas and Northwich were studied. Finally, node displacement, acceleration and reciprocal interaction forces were extracted and compared with the numerical values. The results indicated that the values of the studied parameters and the type of nodes were similar in the models without a record of earthquakes, but with the estimation of the earthquake, these values would be significant.

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Lifetime Performances of Modernized GLONASS Satellites: A Review

://www.glonass-iac.ru/en/GLONASS , accessed 2004-2016 GPS World, “Faulty Software Determined Cause of GLONASS Failures”, http://gpsworld.com/faulty-software-determined-cause-of-glonass-failures/ (2014), Accessed 26 April, 2014 Gunning, Kazuma, Walter, Todd, Enge, Per, “Characterization of GLONASS Broadcast Clock and Ephemeris: Nominal Performance and Fault Trends for ARAIM,” Proceedings of the 2017 International Technical Meeting of The Institute of Navigation, Monterey, California, January 2017, pp. 170-183. Holmes D., Last A., and Basker S. (1998), “GLONASS System Performance”, in

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Performance of Open Source Precise Point Positioning Software Using Single-Frequency GPS Data

Performance of Open Source Precise Point Positioning Software Using Single-Frequency GPS Data

This research aims to assess the performance of GPS Precise Point Positioning (PPP) with code and carrier phase observations from L1 signal collected from geodetic GPS receiver around the world. A simple PPP software developed for processing the single frequency GPS data is used as a main tool to assess a positioning accuracy. The precise orbit and precise satellite clock corrections were introduced into the software to reduce the orbit and satellite clock errors, while ionosphere-free code and phase observations were constructed to mitigate the ionospheric delay. The remaining errors (i.e. receiver clock error, ambiguity term) are estimated using Extended Kalman Filter technique. The data retrieved from 5 IGS stations located in different countries were used in this study. In addition, three different periods of data were downloaded for each station. The obtained data were then cut into 5-min, 10-min, 15-min and 30-min data segments, and each data segment was individually processed with the developed PPP software to produce final coordinates. Results indicate that the use of 5-min data span can provide a horizontal positioning accuracy at the same level as a pseudorange-based differential GPS technique. Furthermore, results confirm effects of station location and seasonal variation on obtainable accuracies.

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Application of The New Shape Crushing Plate in Machine Crushing Processes

of irregular grains in the product, an increase in crusher’s technical performance can be achieved. Shapes of the crushing plates and crushing processes that takes place in the working chamber of jaw crusher are closely linked together. The working surface of the jaws can be flat, used for thick crushing of very hard rocks and for fine crushing, or the plate can be grooved (toothed) ( Fig. 1 ). This type of plates is most commonly used today (Patil and Desale [ 1 ] ). Figure 1 Profiles of crushing plates: a) flat, b) triangular, c) rounded, d) trapezoidal

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