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Evaluation Of Damage And Deformation Of Rt-32 Radio Telescope / Radioteleeskopa Rt-32 Deformācijas Un Bojājumu Novērtējums

.V., Gaev, A.V., & Nemov A.S. (2004). 3D Finite Element Thermal and Structural Analysis of the RT-70 Full-Circle Radio Telescope. Proceedings of International ANSYS Conf.

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Magnetostrictive Vibration Model for Evaluation of Mechanical Integrity of Power Transformer Magnetic Core

.2011.2173563. 17. Zhang, Y., Wang, Y., Zhang, D., Ren, Z., & Xie, D. (2016). Research on Magnetostriction Property of Silicon Steel Sheets. International Journal of Energy and Power Engineering , 5(1), 65–74, DOI: 10.11648/j.ijepe.s.2016050101.20. 18. Giet, M., Kasper, K., Doncker, R.W., & Hameyer, K. (2012). Material parameters for the structural dynamic simulation of electrical machines. In: 2012 XXth International Conference on Electrical Machines , Sept. 2012, Marseille, France, DOI: 10.1109/ICElMach.2012.6350314. 19. Beckley, P. (2002

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Stability and the Electronic Structure of XB2 (X = Pt, Ir, Pd, Rh, Os) Diborides

REFERENCES 1. Thornton, A., & Wilks, G. (1978). Clean surface reactions between diamond and steel. Nature, 274, 792 – 793. 2. Solozhenko, V. L., Andrault, D., Fiquet, G., Mezouar, M., & Rubie, D. C. (2001). Synthesis of superhard cubic BC 2 N. Appl. Phys. Lett. 78 (10), 1385-1387. 3. Haines, J., Léger, J. M., & Bocquillon, G. (2001). Synthesis and Design of Superhard Materials. Annu. Rev. Mater. Res., 31 (1), 1-23. 4. Kaner, R. B., Gilman, J. J., & Tolbert, S. H. (2005). Materials science. Designing superhard materials. Science, 308

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Cyclic Behavior of Braced Concrete Frames: Experimental Investigation and Numerical Simulation

Structural and Building Works (EC-201) (2102), Housing & Building National Research Centre. [5] Ehssani, M. R. and Wight, J. K. (1990), Confinement Steel Requirements for Connection Ductile Frames. Journal of Structural Engineering, 116, 450-465. [6] Park, Y. J. and Ang, A. H. S. (1985), Mechanistic seismic damage in reinforced concrete. Journal of Structural Eng., 111, 722-739. [7] Reinhorm, A. M., Kunnath, S. K. and Valles, R. E. (2004), IDARC2D, A Computer Program for Inelastic Damage Analysis of Buildings. Version 6, Department of Civil Engineering, State

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Stress and Strain Definition of an Open Profile Thin-Walled Beam at Constrained Torsion by Boundary Element Method

Solids and Structural Materials, England, Oxford, Butterworth-Heinemann, 1997. Hearn, E. J. Mechanics of Materials 2. An Introduction to the Mechanics of Elastic and Plastic Deformation of Solids and Structural Materials, England, Oxford, Butterworth-Heinemann, 1997. Beer F.P., E. R. Johnston, J. T. Dewolt, D. F. Mazurek. Mechanics of Materials, USA, New York, McGraw-Hill, 2009. Brainov, M. N., L. V. Venkov. Steel Metal Constructions, Sofia, "Tehnika", 1991 (in Bulgarian

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References [1] American Institute of Steel Construction (AISC), Chicago, Load and Resistance Factor Design, 1993. [2] Newmark, N. M., C. P. Siess, I. M. Viest. Tests and Analysis of Composite Beams with Incomplete Interaction, Proceedings of the Society of Experimental Stress Analysis, 9 (1951), No. 1, 75-92. [3] Spacone, E., S. El-Tawil. Nonlinear Analysis of Steel-concrete Compos- ite Structures: State-of-the-art. Journal of Structural Engineering ASCE, 130 (2004), No. 2, 159-168. [4] Leon, R

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Numerical Analysis of Large Telescopes in Terms of Induced Loads and Resulting Geometrical Stability

Astronomy Observations at Irbene Radio Telescope Complex. Scientific Journal of RTU, 6 (2011), 118-126. [12] Upnere, S., et al. Analysis of Structural Integrity of Large Radio Telescopes Subjected to Gravitational and Wind Loads, In: Proc. of EIRI, 25, 2012, 148-154. [13] ˇSipkovs, P., et al. Measurements of the Wind Energy Resource in the Latvia, In: CD Proc. of World Renewable Energy Congress 2011, Sweden, 2011, 1-8. [14] Zienkiewicz, O. C., R. L. Taylor. The Finite Element Method for Solid and Structural Mechanics

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Identification of Pedestrian Bridge Dynamic Response trough Field Measurements and Numerical Modelling: Case Studies

2: Traffic Loads on Road Bridges and Footbridges, European Committee for Standardization, 2003, Brussels, Belgium. [12] Setra. Service d’ Etudes sur les Transports, Steel Concrete Composite Bridges: Sustainable Design Guide, 2010, France, Bagneux, SETRA, (downloaded elec- tronically). [13] Hivoss. Human Induced Vibrations of Steel Structures, Design of Footbridges, I: Background, II: Guidelines. Report No. RFS2-CT-2007-00033, 2007, Germany, Aachen, Aachen University, (downloaded electronically). [14] Sap. (Structural

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Energy and Transmissibility in Nonlinear Viscous Base Isolators

References [1] Bhuiyan, A. K., Y. Okui, H. Mitamura, T. Imai. A Rheology Model of High Damping Rubber Bearings for Seismic Analysis: Identification of Nonlinear Viscosity. International Journal of Solids and Structures, 46 (2009), 1778-1792. [2] Markou, A. A., G. Oliveto, A. Mossucca, F. C. Ponzo. Laboratory Experimental Tests on Elastomeric Bearing from the Solarino Project, Progetto di Ricerca, Report DPC - RELUIS, Italy, Potenza, University of Basilicata, 2014. [3] Norton, F. H. The Creep of Steels at High

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References [1] Grosse, C. U., M. Ohtsu. Acoustic Emission Testing - Basics for Research- Applications in Civil Engineering, Germany, Berlin & Heidelberg, Springer Verlag, 2008. [2] Ono, K. Structural Integrity Evaluation using Acoustic Emission. J. Acoustic Emission, 25 (2007), 1-20. [3] Aggelis, D. G. Classification of Cracking Mode in Concrete by Acoustic Emis- sion Parameters. Mech. Res. Comm., 38 (2011), 7-153. [4] De Oliveira, R., A. T. Marques. Health Monitoring of FRP using Acoustic

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