Advances in Steel Structures - part 5 docx

... 3. 35 3 .59 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 ... COLUMNS OF 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....

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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 ... simplify the inelastic analysis, a refined-plastic-hinge method is proposed because of its efficiency. Second-Order Plastic Analysis of Steel Frames Refined-Plastic-Hinge (R-P-H) M...

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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 ... 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 101, 51 1 -5 15. Song C.L.,...

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... 1.189 50 0 27.1 25 3 60* 24"1.6 232 .5 198700 3. 05 2.693 1.132 2.689 1.134 50 0 36 .50 0 4 75* 32"1.6 232 .5 198700 5. 48 4. 850 1.130 4.842 1.132 50 0 45. 8 75 5 90* 40"1.6 232 .5 198700 ... 1.104 50 0 55 . 250 6 1 05& quot; 48"1.6 232 .5 198700 11. 25 11.068 1.010 10.942 1.028 50 0 64.6 25 7 120" 56 "1.6 232 .5 198700 11.68 15. 129 0.77...

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... I 0 -2 000 -4 000 -6 000 -8 000 - 10000 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 ... the steel section, also taking into account the increase in strength due to the confinement in the concrete core and the reduction in steel stress due to t...

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... analysis 253 477 I 10 Keyword Index steel sheet joining 159 steel structure(s) 3, 25, 229, 277, 341,349, 357 , 421,731, 1031, 1063 steel- concrete 9 65 steelwork construction 1187 steelwork ... model 889 897 3 85 87, 889 783 881 913 755 57 1 web slenderness weldability welded connections welded joint welding wind wind characteristics wind load wind-reducing ra...

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... of The Second International Conference on Advances in Steel Structures 1 5- 1 7 December 1999, 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 1999, Hong Kong, China Volum...

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... of Steel Bridges X. Zha and Q. Xiao VOLUME II Preface International Scientific Committee Local Advisory Committee Local Organising Committee XV 497 50 5 51 3 52 1 52 9 53 7 54 5 55 3 ... Kawanishi 7 05 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....

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... column connection in steel and concrete construction function in a semi-rigid and partial strength fashion- with the ideals of pinned and rigid only occasionally being approached- early methods ... presented in a fashion suitable for direct use by designers in a forthcoming Steel Construction Institute Design Guide. KEY FEATURES OF THE WIND MOMENT METHOD The approach was orig...

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... Roberts, E H (19 75) , A graphical method of predicting sidesway in multistorey buildings, Proceedings Institution of Civil Engineers, Part 2, Vol. 59 , pp 35 3-2 72. Ye Mei-Xin, Nethercot, D ... achieved using the wind-moment method. Consider increasing the member sizes. l STEP 5 Predict the SLS sway using the method in Section 5 Design the frame as rigid, or include...

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