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SS316 Ni Cr Mo Fe Si Mn C P S 12.00 17.00 2.50 Balance 1.00 2.00 0.080 0.045 0.03 Ti6Al 4V C Si Fe Ti Al N V S O H Y 0.11 0.03 0.22 Balance 6.1 0.006 3.8 0.003 0.12 0.0031 <0.05 H276 Ni Co Cr Mo W Fe Si Mn C Others 57 2.5 15.5 3.85 3.5 5.5 0.08 1.0 0.01 V-0.35 P-0.025 S-0.010 Fig. 1 Customized tube furnace for high temperature experimental setup; (1) argon gas, (2) oxygen gas, (3) flow meter, (4) drying tower, (5) water tank, (6) water bath, (7) condenser (8) horizontal tube furnace (9) gas trap, (A) water coolant inlet and (B) water coolant outlet [5].
El-Wahabi, J.M.

He, et al.
Qu, et al.
El-Hadj, J.
Han, et al.
Liu, et al.

[4] A Ashour,E Badawi and N Z El-Sayed, Surface Review and Letters, 13[1] (2006) 69
Abdel-Rahman, Alaa Al-deen and Emad A.

This ends in a composition (mass %) of the TA15 ELI as Al 6.3, Zr 2.0, Mo 1.7, V 2.0, O 0.08, Fe 0.05, C 0.03, H 0.012, N 0.03, Si 0.04 with the balance Ti.
UTS/MPa YS/MPa EL/% RA/% aKU/J/cm 2 KIC(KQ)/ MPa m （T-L Orientation） 1 902 867 14 29 60 101.5 2 895 860 14 32 58 100.0 3 888 848 15 25 62 113.5* 4 883 845 13 26 59 114.0* *value of KQ Table 2 Mechanical properties of TA15 alloy with different heat treatments fracture toughness（KIC（KQ）≥100MPa m ）.

Fig.3 Elevation of ten story building Fig.4 Time histories of the four earthquake records In order to evaluate structural energy properties, two far-field and two near-field historical records are selected: (1) El Centro (N-S component); (2) Hachinohe (N-S component); (3) Northridge (N-S component), and (4) Kobe (N-S component).
Bergman et al : J.

[4] El-Shimy M, Badr M AL, Rassem O M.

Collins et al found macrocyclic amido Fe complex possessing high oxidative potential and could be used for clearing persistent organic pollutants [3-6].
Münck, and E.L.

Koebel et al [4] reported an anodic bonding of activated tin solder alloys for sealing the glass.
[4] Matthias M.Koebel, Nancy El Hawi, JiaLu, Felix Gattiker, Jurg Neuenschwander, Solar Energy Materials & Solar Cells 95, 3001(2011) [5] Xu Haifeng, Liu Xiaogen, Bao Yiwang, Journal of Materials & Engineering 30, 123(2012)

In addition, the results given by Wen et al [11] using the mesh free Perov-Galerkin method and the indirect boundary element method (fictitious load method[17]) are presented in the same figures for comparison.
Rooke DP Boundary element formulations for the dynamic analysis of cracked structures ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS  Volume: 17   Issue: 1   Pages: 45-56  , 1996 [3] Sollero,P; Aliabadi MH Anisotropic analysis of cracks in composite laminates using the dual boundary element method COMPOSITE STRUCTURES Volume: 31 Issue: 3 Pages: 229-233 1995 [4] Fedelinski P; Aliabadi MH; Rooke DP The laplace transform deem for mixed-mode dynamic crack analysis COMPUTERS & STRUCTURES  Volume: 59   Issue: 6   Pages: 1021-1031 , 1996 [5] Portela A; [5] Aliabadi MH; Rooke DP The dual boundary element method – effective implementation for crack problems, INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Volume: 33 Issue: 6 Pages: 1269-1287 1992 [6] Wen PH; Aliabadi MH; Rooke DP Cracks in three dimensions: A dynamic dual boundary element analysis COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING Volume: 167 Issue: 1-2 Pages: 139-151, 1998 [7] Albuquerque EL
; Sollero P; Aliabadi MH Dual boundary element method for anisotropic dynamic fracture mechanics INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING  Volume: 59   Issue: 9   Pages: 1187-1205    2004 [8] Saleh, AL; Aliabadi MH Crack growth analysis in concrete using boundary element method ENGINEERING FRACTURE MECHANICS Volume: 51 Issue: 4 Pages: 533-545 1995 [9] Wen P.

Automation of electric power systems[J],2011(23) [4]Chow K P, Cheng K Y, Man L Y, et al.
[5]Yang J, Ma H, Song W, et al.
Crawling the el)onkey network[C]//Proceedings of the 5th International Conference on Grid and Cooperative Computing Workshops (GCCW' 06).