Advances in Steel Structures - part 38 doc

... loading conditions that are of prime interest are namely the End-One-Flange (EOF), Interior-One-Flange (IOF), End-Two-Flange (ETF) and Interior- Two-Flange (ITF) loading. Although, according ... Iron and Steel Institute (AISI, 1996) Specification for cold-formed steel structures. The four specified loading conditions are the End-One-Flange (EOF), Interior-One-Flange (IOF), End-Two-Fl...

Ngày tải lên: 07/07/2014, 06:20

... 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 Conference on Advances in Steel Structures ... ISBN: 00 8-0 4283 0-4 MAKELAINEN ICSAS '99, Int Conf on Light-Weight Steel and Aluminium Structures ISBN: 00 8-0 430147 SRIVASTAVA Stru...

Ngày tải lên: 07/07/2014, 06:20

... 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...

Ngày tải lên: 07/07/2014, 06:20

... Cal. D =-0 1'.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 ... 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...

Ngày tải lên: 07/07/2014, 06:20

... 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...

Ngày tải lên: 07/07/2014, 06:20

... 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 Standardization. 4. Cold-formed steel ... in Figure 2: 9 bi-linear elastro-plastic curve for low strength high ductility steel, designated as FEA- Pr, 9 multi-linear elastro-plastic curve with strength degradation...

Ngày tải lên: 07/07/2014, 06:20

... 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 Y.Q. ... Preisaeh function, with support on a limiting triangle S of the (a, fl)-plane with line a- fl being the hypotenuse and point (a o,/30 = - ao) being the vertex as G~o[u](t) r...

Ngày tải lên: 07/07/2014, 06:20

... Sheeting, Brussels. Htiglund, T. and Burstrand, H. (1998), Slotted Steel Studs to Reduce Thermal Bridges in Insulated Walls, Thin-Walled Structures, 32: 1-3 , 8 1-1 09. Kesti, J. and Makelainen, ... " Finally local and distortional buckling are considered using an effective width approach in which the effective width of each plane element is determined using the well-kn...

Ngày tải lên: 07/07/2014, 06:20

... BENDING AND VERTICAL SHEAR STRENGTH OF COMPOSITE STEEL SLAG-CONCRETE BEAMS Qing-li Wang, Qing-liang Kang and Ping-zhou Cao College of Civil Engineering, Hohai University, Nanjing, 210098, China ... Cold-Formed Steel Structures, St. Louis, 13 5-1 55 Rhodes J. (1987) Behaviour of Thin-Walled Channel Sections in Bending. Proc. Dynamics of Structures Congress '8 7, Orland...

Ngày tải lên: 07/07/2014, 06:20

... 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 vertical micro strain I -1 2000 Fig 2 9 Load-strain curves, L=2.5m This 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 st...

Ngày tải lên: 07/07/2014, 06:20