... specified width-to-wall thickness ratio limits.
KEYWORDS
Buckling, Bracing, Cold-Formed, Columns, Cyclic Loading, Concrete-Filling, Steel Hollow Sections
INTRODUCTION
Cold-formed tubular ... strength steel- concrete filled box columns.
Proceedings
of the International Conference on Advances in Steel Structures,
Hong Kong, pp. 45 5-4 60.
424
B. Uy
Tensile Coupon Tests
T...
... 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...
...
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...
... 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...
... 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 A and Li, T Q (1996), Non-linear finite element ... 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
v...
... buckling load:
Behaviour of Highly Redundant Multi-Storey Buildings
49
carry a greatly increased load. This mechanism is present in steel- concrete composite beams in highly
redundant structures ... deflections in the post-buckling state permit the thermal
expansion to be accommodated in member curvature, thus reducing the stresses present but inducing
large deflections. Here...