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Welding Journal, 1987, 66(4), p. 52-53
WSEAS Transactions on Information Science and Applications, 2007, 4(2), p. 339-345
Advanced Materials Research, 2010, 83-86, p. 1306-1314
JSME international journal.
Series A, mechanics and material engineering, 1996, 39(4), p. 626-632

The infill panels are assumed to carries compression force only with a plastic hinge formation depends on the compressive strength of the wall material.
Kasnale, Seismic Performance for Fixed Base and Base Isolated Reinforced Concrete Structure, International Journal of Emerging Trends in Science and Technology, 2 (2015) 2165–2171
Sambhav, Assessment of Seismic Response Analysis of Base Isolated RC Building frame, International Journal of Science and Research (IJSR), 6 (2017) 1396-1402
Navodaya, Capacity Analysis of Rcc Frame Structure with and Without Infill Walls, Journal of Mechanical and Civil Engineering (JMCE), 14 (2017) 84-91
Garg, Static and Dynamic Analysis of R.C Building Frame With Infill, International Research Journal of Engineering and Technology (IRJET), 4 (2017) 383-403

EXPERIMENTAL INVESTIGATIONS 2.1 Materials 2.1.1 Cementitious materials Ordinary Portland Cement OPC 53 Grade was used in the present experimental investigation.
Journal of Materials in Civil Engineering, 14(3), 274-277. http://dx.doi.org/10.1061/(ASCE)0899-1561(2002)14:3(274) [4] Atiş, C.
Materials and Structures,35(4), 257-260. doi:10.1007/BF02533087 [5] Bonicelli, A., Giustozzi, F., & Crispino, M. (2015).
Journal of Materials in Civil Engineering, 14(5), 417-426. http://dx.doi.org/10.1061/(ASCE)0899-1561(2002)14:5(417) [17] Naik, T.
Construction and Building Materials, 29, 270-278. doi:10.1016/j.conbuildmat.2011.09.011 [25] Siddique, R. (2003).

Meanwhile, fatigue simulation analysis, under the original simulation model, was conducted on the subframe of new materials.
MSC fatigue came with a large number of material fatigue data files of full range.
In addition, fatigue could also automatically generate material based on UTS and E.
According to the fatigue properties files of corresponding material that generated by the material parameters, and taking 26-order modal stress as the results of stress, the simulation was conducted after 26-channel load file was imported which generated by adams.
Journal of Tongji University, 1999, 27 (5)

Alcoa Center, PA 15069, USA, e-mail: hasso.weiland@alcoa.com Keywords: Aluminum alloys, Zirconium, recrystallization, hot working, dislocation structure, Zener drag, solute drag Abstract Control of grain size during recrystallization of aluminum alloys is critical when tailoring material properties for structural applications.
Hatherly, Recrystallization and Related Annealing Phenomena, Elsevier Science Inc., Oxford, 1995 [3] H.
Bacroixet al, Materials Science Forum, 349-356, pp. 997-1002 (2004)
Boutin, Journal De Physique, colloque C4, supplement to No. 10, Vol. 36, October 1975, pp C4-355 to C4-365 [5] In-Situ Quantification of the Effect of Solutes on Grain Boundary Mobility in Aluminum Alloys, Mitra Taheri, Anthony Rollett, Hasso Weiland, Proc. 2 nd Intl.
Bacroix et al, Materials Science Forum, 997-1002, pp. 997-1002 (2004)

Most material remove methods such as hole drilling, layer removal, and slotting method remove a certain amount of material [3].
To minimize the amount of material to be removed, in this paper, the optimum depth and position of slot are investigated.
The optimal depth of slots for measuring actual stress is presented to minimize the amount of material to be removed.
Acknowledgement The work presented in this paper was supported by research fund of the National Research Laboratory Program (Project No. 2005-01504) from the Korea Science & Engineering Foundation (KOSEF).
Schajer: Application of Finite Element Calculations to Residual Stress Measurements, ASME Journal of Engineering Materials and Technology, Vol.103 (1981), pp. 157-163

Structure and properties of PM nano-crystalline Al-Cr based alloys Dalibor Vojtěch1, a, Alena Michalcová1, b, Jan Verner1,c, Jan Šerák1, d, František Šimančík2, e, Martin Balog 2, f, Juraj Nagy 2, g 1 Department of Metals and Corrosion Engineering, Institute of Chemical Technology, Prague, Technická 5, 166 28 Prague 6, Czech Republic 2 Institute of Materials & Machine Mechanics, Slovac Academy of Sciences, Račianska 75, 831 02 Bratislava 3, Slovak Republic a Dalibor.Vojtech@vscht.cz, bmichalca@vscht.cz, cvernerj@vscht.cz, dserakj@vscht.cz, e ummssima@savba.sk, fummsbalog@savba.sk, gummsnagy@savba.sk Keywords: powder metallurgy, nano-crystalline alloy, aluminium, Al-Cr alloy Abstract.
Microstructure of the as-extruded material comprised recrystallized α-Al grains and spheroids of intermetallic phases.
Chemical composition of the studied materials is listed in Table 1.
Microstructure of the investigated materials was studied by light microscopy, SEM, TEM and XRD.
Kimura: Journal of Light Metals 1 (2001), p. 31

Zhai: Vehicle-Track Coupling Dynamics (Science Press, China 2007)(In Chinese) [2] H.
Beijing: China Academy of Railway Sciences, 2002(In Chinese) [4] A.Z.
China Civil Engineering Journal, 1999, 32(1): 26-30(In Chinese) [5] G.X.
Chinese Journal of Geotechnical Engineering, 2010, 32(5): 731-735(In Chinese) [7] Z.B.
Journal of Disaster Prevention and Mitigation Engineering, 2010, 30(1):53-57(In Chinese)

Different materials should not be welded together.
When welding two different materials together the strength and integrity of the equipment can be compromised.
Different thermal capacities in materials can result in heat stress cracking when two different materials are welded together.
[3] Ignatova-Ivanova Ts, S.Ibrjam, Ivanov, R. – Study of the effect of acid lactic fermentation end products on the speed of corrosion process, International Journal of Current Microbiology and Applied Sciences, volume 4, no.4, pp.397-401, 2015
Zaprjanova- Corrosion and protection of the materials- handbook for laboratorial exercises, Sofia,2002

If the capillary pore of cementious materials is fully filled with sea water, the maximum amount of chloride content in concrete can be calculated, as given in Eq. (7).
cap Cl TotalQC φ⋅=max (7) in which, Cmax: maximum surface chloride content, capφ : capillary porosity of cementious materials (see Fig. 3).
This approach is theoretically based on the ingredient and amount of seawater, and microstructural characteristics of cementious materials.
White, "Corrosion Initiation Time of Steel Reinforcement in a Chloride Environment - A One Dimensional Solution, " Corrosion Science, Vol.39, No.4, pp.739-759, 1997
Bazant, "Physical Model for Steel Corrosion in Concrete Sea Structure - Application," Journal of Structure, Div., ASCE, No.105, Vol.6, pp.1137-1153, 1979