Advances in Steel Structures - part 2 doc

... 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 983 991 A Method to Estimate P-S-N Curve for Misaligned Welded Joints G. Deqing Rel...

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... ISBN: 00 8-0 422 6 3 -2 USAMI & ITOH Stability and Ductility of Steel Structures ISBN: 00 8-0 43 32 0-0 BJORHOVDE, COLSON & ZANDONINI Connections in Steel Structures III ISBN: 00 8-0 428 2 1-5 FRANGOPOL, ... Conference on Advances in Steel Structures 1 5-1 7 December 1999, Hong Kong, China Volume I ADVANCES IN STEEL STRUCTURES Proceed...

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... Cal. D =-0 2. 19 2. 24 2. 79 2. 87 3.08 3.11 . Min Tested -2 .44 -2 .49 -3 .01 -3 .26 -3 .57 -3 .65 (cm) Cal. with D -2 .37 -2 .38 -2 .63 -2 .84 -3 .09 -3 .29 Cal. D=0 -2 .36 -2 .36 -2 .50 -2 .67 -2 .97 -3 .09 A3 ... THE STEEL FRAME MODEL Loading End Number No. 1-5 5-1 2- 6 6 -2 3-7 7-3 4-8 8-4 4 0.083 0. 020 0.080 0. 0...

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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 -t 12( K 22 + t2)/13 tlt2K 12/ 13 Ae01 0 tlt2K21/13 t2-t~(K11+t1)/~ t ao~ (6) in which A is section area, AP is axial force increment and AL is axial deformation i...

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... bolts Pb (ld~ Pr / Pb 29 .54 0.918 35.16 0.7 72 39 .21 0.6 92 (28 .0 8-1 .36) = 26 . 72 1.015 I 27 .13 ] - Note: * The model incorporates FEA-pr stress-strain curve, Deformation sequence 11 and Sp at ... of steel structures: Part 1.3: General rules - Supplementary rules for cold- formed thin gauge members and sheeting, ENV 199 3-1 -3 , European Committee for S...

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... to beam-to-column joint and the seismic resistance after repairing and strengthening. Proc. STESSA '97, 2 ~ Int. Conf. on Steel Structures in Seismic Areas, Kyoto, Japan, 95 5-9 62. 338 ... Hysteretic Properties for Pseudo- Elastic Materials. Identification in Engineering Systems: Proceedings of the 2nd International Conference, Swansea, UK, 21 0 -2 19. Sumarac D....

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... 125 x65x4-b 20 0x75x5-a 20 0x75x5-b 25 0x90x6-a 25 0x90x6-b 300x90x6-a 300x90x6-b (mm) 74.4 74.4 99 .2 99 .2 124 .9 124 .9 198.8 198.8 24 9.5 24 9.3 29 8.5 29 8.8 bi (mm) 40.3 40 .2 50.3 ... 126 9 .2 126 9 .2 126 9.1 127 2.4 127 1.3 126 9 .2 126 9.7 126 9.8 127 1.5 Note: 1 in. = 25 .4 mm WEB CRIPPLING TESTS OF HIGH STRENGTH COLD-FORMED...

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... [mm 2] [N/mm 2] [kN] CC-1 . 2- W-1 800 173.7 49.8148.9116 .2/ 16.4 22 .8 /24 .8 9.3/9 .2 22. 4 /22 .4 13.1/10.7 1.15 301.3 386 64.4 CC-1 . 2- W -2 800 173.7 49.7/49.8 16 .2/ 16.1 22 .8 /24 .7 9.3/9.3 22 .4 /22 .4 ... 300.8 386 73.5 CC-1.5-W-1 800 174.1 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 -2 800 174 .2 49.5/49.8 16...

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... Y8 21 0"105"1.6 21 0.0 199300 19.60 20 .850 0.940 16 .24 3 1 .20 7 1000 130 .25 0 Y9 24 0* 120 * 1.6 21 0.0 199300 24 .20 27 .28 1 0.890 20 .130 1 .20 2 1000 149.000 YIO 27 0"135"1.6 21 0.0 ... !.1 72 1.830 1 .20 2 I000 45.875 Y3 90* 40"1.6 21 0.0 199300 3.30 2. 958 1.116 2. 9 52 1.118 1000 55 .25 0 Y4 105" 48"1.6 21 0.0 199300 4.80 4 .2...

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... 980 0. 322 0.9 72 778 0.670 623 125 0 1055 Study of High Strength Concrete Filled Circular Steel Columns 411 A Z v "o a 0 .J C40 C100 I o I t I t I 0 -2 000 -4 000 -6 000 -8 000 - 10000 ... longitudinal stress-strain relationship for plain concrete (f'c =25 .2 MPa) and steel obtained assuming different values of maximum longitudinal stresses. To...

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