Advances in Steel Structures - part 1 doc

... of The Second International Conference on Advances in Steel Structures 1 5 -1 7 December 19 99, Hong Kong, China Volume I ADVANCES IN STEEL STRUCTURES Proceedings of The Second International ... ADVANCES IN STEEL STRUCTURES Proceedings of The Second International Conference on Advances in Steel Structures 1 5 -1 7 December 19 99, Hong Kong, China...

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... Are the Static Postbuckling Predictions Conservative? A. Combescure 713 Contents xix Fatigue Strength of Thin-Walled Tube-To-Plate T-Joints under In- Plane Bending F.R. Mashiri, X.L. Zhao ... Assessment of Beam-to-Column Steel Joints via Low-Cycle Fatigue Approaches C. Bernuzzi and R. Zandonini 983 9 91 A Method to Estimate P-S-N Curve for Misaligned Welded Joints G. Deqing...

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... Max Tested 1. 29 1. 31 1.08 1. 10 1. 39 1. 43 (cm) Cal. with D 1. 26 1. 28 1. 02 1. 05 1. 30 1. 34 Cal. D =-0 1& apos;.24 1. 25 0.99 1. 00 1. 23 1. 25 ,, Min Tested -1 .30 -1 . 31 -1 .09 -1 .09 -1 .37 -1 .42 (cm) ... Cal. withD -1 .13 -1 .14 -1 .03 -1 .05 -1 . 31 -1 .34 Cal. D =-0 -1 .10 -1 .11 -1 .02 -1 .03 -1 .28 -1 .30 The c...

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... Rosette-joint, truss testing, light-weight steel, roof truss, cold-formed steel, steel sheet joining. INTRODUCTION The Rosette-joining system is a completely new press-joining method for cold-formed ... EA/L 0 0 0 tl -t12(K22 + t2) /13 tlt2K12 /13 Ae 01 0 tlt2K 21/ 13 t2-t~(K 11+ t1)/~ t ao~ (6) in which A is section area, AP is axial force increment and AL is axial deformation...

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... 11 6.0 (S) 12 4.5 (P) 93.9 (B) 11 6.0 (S) 92.7 (P) 13 6.7 (S) 11 3.2 (B) 97.6 (P) 13 3.0 (P) 11 9.3 (P) ABAQUS Mab (kNm) 11 0.8 13 1.5 95.7 11 1.9 11 4.7 13 7.4 11 5 .1 10 5.6 13 6.0 13 3.3 ... 12 8.4 (S) 11 6.3 (S) 10 4.9 (B) 12 3.2 (P) 11 0.0 (P) Mean S.D. Mcu/Mab 1. 05 0.95 0.98 1. 04 0. 81 0.99 0.98 0.92 0.98 0.89 0.96 0.07 MeulMth 1. 00 1....

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... Engineering Mechanics 12 5, 20 6-2 15 . Richard R.M. and Abbott B.J. (19 75). Versatile Elastic-Plastic Stress-Strain Formula. ASCE Journal of the Engineering Mechanics Division 10 1, 51 1- 5 15 . ... A/Solids 12 ,44 5-4 70. Lui E.M. and Chen W.F. (19 86). Analysis and Behaviour of Flexibly-Jointed Frames. Engineering Structures 8, 10 7 -1 18 . Macki, J.W., Nistri, P. a...

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... (kNm) 5.50 1. 10 8.92 1. 31 12 .52 1. 49 33.32 1. 39 70.57 1. 28 90 .18 1. 17 1. 29 0 .11 0 Note: 1 in. = 25.4 mm; 1 kip = 4.45 kN (kNm) 5.83 8.87 10 .85 29. 21 62.62 79 .10 Mean COV AS/NZS ... 80x40x4 5. 51 10.0 14 0x50x4 14 .50 12 .9 15 0x75x4 16 .11 19 .6 Note: 1 in. = 25.4 mm; 1 kip = 4.45 kN AS 410 0 Section Non-compact Non-compact Slen...

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... [kN] CC -1 . 2-W -1 800 17 3.7 49. 814 8. 911 6.2 /16 .4 22.8/24.8 9.3/9.2 22.4/22.4 13 .1/ 10.7 1. 15 3 01. 3 386 64.4 CC -1 . 2-W-2 800 17 3.7 49.7/49.8 16 .2 /16 .1 22.8/24.7 9.3/9.3 22.4/22.4 13 .1/ 10.7 1. 15 300.8 ... CC -1 . 5-W -1 800 17 4 .1 49.9/50.2 16 .2 /16 .8 23.6/22.9 8.8/8.3 23.3/22.5 10 .0 /10 .9 1. 47 377.2 380 96.2 CC -1 . 5-W-2 800 17 4.2 49.5/49.8 16...

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... 40" ;1. 6 232.5 19 8700 8. 41 7.642 1. 1 01 7.620 1. 104 500 55.250 6 10 5" 48" ;1. 6 232.5 19 8700 11 .25 11 .068 1. 010 10 .942 1. 028 500 64.625 7 12 0" 56" ;1. 6 232.5 19 8700 11 .68 15 .12 9 ... 16 " ;1. 6 232.5 19 8700 i.39 1. 172 1. 1 81 1 .16 9 1. 189 500 27 .12 5 3 60* 24" ;1. 6 232.5 19 8700 3.05 2.693 1. 132 2.689 1. 134 500...

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... I 0 -2 000 -4 000 -6 000 -8 000 - 10 000 vertical micro strain I -1 2000 Fig 2 9 Load-strain curves, L=2.5m This Page Intentionally Left BlankThis Page Intentionally Left BlankThis Page Intentionally ... 966 976 0. 311 0.975 718 0.660 5 81 1030 980 0.322 0.972 778 0.670 623 12 50 10 55 Study of High Strength Concrete Filled Circular Steel Columns 411 A Z v...

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