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V.C. Prabha and V. Revathi

-3087. 7. Shadi Riahi, Ali Nazari, “The effects of nanoparticles on early age compressive strength of ash-based geopolymers”, Ceramics International 38: 4467–4476, 2012. 8. Partha Sarathi Deb, Pradip Nath, Prabir Kumar Sarker, “The effects of ground granulated blast-furnace slag blending with fly ash and activator content on the workability and strength properties of geopolymer concrete cured at ambient temperature”, Materials and Design (2014), doi: . 9. Chien-Chung Chen, Ivan Diaz, Kathleen Menozzi, Luis

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A. Chandran and M. Neelamegam

) Volume-1, Issue-2, 2013. 4. Alaa Morsy and Ei Tony Mahmoud, “ Bonding technique for the flexural strengthening of R.c beams using CFRP laminates” Ain Shams Engineering journal, p. 369-374, 2013. 5. S. Balaji et. Al, “Flexural Strengthening of Reinforced concrete beams using precast SIFCON” Journal of Structural Engineering, Vol. 40, No. 3, pp. 262-267, 2013. 6. R. Anandakumar, Selvamany, C, and Kannan, S.U, “Retrofitting of Concrete Specimen and Reinforced Concrete Piles using Basalt Fibre” Volume 2 Issue 8, PP.01-05, 2013. 7. S. Arivalangan

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Gernot Korak and Gernot Kucera

mittels konfigurierbarer reaktiver Ablaufstrukturen. Dissertation, Universität Brehmen, 2013. [5] Munkelt, C.: Aktive daten- und modellbasierte Sensorpositionierung zur 3-D Vermessung. Dissertation, Friedrich-Schiller-Universität Jena, 2011. [6] Schreer, O.: Stereoanalyse und Bildsynthese. Springer, Berlin Heidelberg New York, 2005. [7] Fisher, R. Subpixel estimation. University of Edinburgh , (05.08.2014) [8] Pandaboard, Internet (11.03.2014): [9] Calibrated

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R. Bijak

References 1. S.P. Timoshenko, J.M. Gere, “Theory of elastic stability”, 2nd ed., McGraw-Hill, New York, 1961. 2. M. Salvadori, “Lateral buckling of eccentrically loaded I-columns”, Translacions of the ASCE, 121:1163-78, 1956. 3. D.A. Nethercot, K.C. Rockey, “A unified approach to the elastic lateral buckling of beams”, The Structural Engineer, 49:321-30, 1971. 4. F. Mohri, A. Brouki, J.C. Roth, “Theoretical and numerical stability analyses of unrestrained, monosymmetric thin-walled beams”, J. of

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Michał Staworko and Mariusz Rawski

References [1] P. Longa, A. Miri, and M. Bolic, “A Flexible Design of Filterbank Architectures for Discrete Wavelet Transforms,” in Acoustics,Speech and Signal Processing, 2007. ICASSP 2007. IEEE InternationalConference on , vol. 3, Apr. 2007, pp. III-1441-III-1444, DOI: 10.1109/ICASSP.2007.367118. [2] --, “Modified distributed arithmetic based architecture for discrete wavelet transforms,” Electronics Letters , vol. 44, no. 4, pp. 270-271, 2008, DOI: 10.1049/el:20082418. [3] U. Meyer-Baese, J. Chen, C

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Ewa Hermanowicz and Mirosław Rojewski

. J. Harris, K. C. Dick, K. Moerder and S. Seshagiri, “An improved square-root Nyquist shaping filter,” in Proc. Software Defined Radio, SDR’05 (conference), pp. 15-17, 2005.

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Damian Jankowski and Marek Amanowicz

Computer Applications , vol 36(1), 2013, pp. 42-57. doi:0.1016/j.jnca.2012.05.003 [4] H. J. Liao, C. H. R. Lin, Y. C.Lin, and K. Y. Tung, “Intrusion detection system: A comprehensive review,” in Journal of Network and Computer Applications , vol. 36(1), 2013, pp. 16-24. doi:10.1016/j.jnca.2012.09.004 [5] N. F. Haq, A. R. Onik, M. Avishek, K. Hridoy, M. Rafni, F. M. Shah, and D. M. Farid, “Application of Machine Learning Approaches in Intrusion Detection System: A Survey,” in International Journal of Advanced Research in Artificial Intelligence , 2015. doi

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Radosław O. Schoeneich and Rafał Surgiewicz

. Schmidtke, and P. Ward, Practical routing in delaytolerant networks, Mobile Computing, IEEE Transactions on, vol. 6, pp. 943 959, aug. 2007. doi: 10.1109/TMC.2007.1016 [4] A. Vahdat and D. Becker, Epidemic routing for partially-connected ad hoc networks,, Technical Report CS-200006, 2000. [5] T. Spyropoulos, K. Psounis, and C. S. Raghavendra, Spray and wait: An efficient routing scheme for intermittently connected mobile networks, In Proceedings of the 2005 ACM SIGCOMM workshop on Delay-tolerant networking (WDTN ’05). ACM, New York, NY, USA, 252-259. doi: 10

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Mohammad Reza Javaheri Tafti and Farhad Behnamfar

Framing Alliance. 9. AISI, Performance of cold-formed steel-framed shear walls: Alternative configurations Research report RP 02-7. 2002, REVISION 2006, Steel Framing Alliance: Washington, D.C. 10. AISI, Code of standard practice for cold-formed steel structural framing, Practice guide CF06-1. 2006, American Iron and Steel Institute: Washington, D.C. 11. ASCE7-05, ASCE 7-05 Minimum design loads for buildings and other structures. 2005, ASCE: USA. 12. FEMA-450, NEHRP recommended provisions for seismic

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P. B. Sakthivel

Conference on Structural Engineering, , Mechanics and Computation, Cape Town, South Africa, Edited by A. Zingoni 10-12 September, 2007, Millpress, The Netherlands, pp.537-538. 37. C.B. Cheah and M. Ramli, "Load capacity and crack development characteristics of HCWA-DSF high strength mortar ferrocement panels in flexure", Construction and Building Materials, 36: 348-357, 2012, DOI:101016/jconbuildmat.2012.05.034 38. M.Z. Hossain, M. Rokonuzzaman and S. Inoue, "Flexural behavior of cement composites panels reinforced with different types of