Advances in Steel Structures - part 23 potx
Advances in Steel Structures - part 23 potx
...
1. Department of Civil Engineering, Tianjin University, Tianjin, 300072, China
2. Beijing Milky Way Metal Roof Forming Technology Institute, Beijing, 100021, China
ABSTRACT
Nine full-sized ... elastic-plastic constitutive relation, including damping and without
damping. The influence factors of material non-linearity, damping, initial geometry imperfection and
initial static load for st...
Advances in Steel Structures - part 4 potx
... 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...
Advances in Steel Structures - part 8 potx
... (just ensuring a certain post-buckling path to be reserved )
for investigation. After this part, the load-deflection curve could be varied and colorful, theoretically
very interesting but less ... effects which appear counter-intuitive to the conventionally trained structural engineer.
These findings are of fundamental importance to our understanding of composite frames in fire. They
h...
Advances in Steel Structures - part 13 potx
... Modeling of steel column
Based on the three-dimensional modeling of steel columns, the following incremental force-
displacement relation is obtained.
104
L. Jiang and Y. Goto
x
Bounding-line ...
(1976) bounding-line model in order to take into account the degradation caused by the local buckling.
The force-displacement relationship for each spring is determined by using curve-f...
Advances in Steel Structures - part 16 potx
... were placed in between the two components in
order to determine whether or not they were in contact. The holding down bolts were modelled by line
elements following the stress-strain characteristic ... 1991, 1991). In the finite element model, the steel
columns were descretised into 8-noded shell elements and the concrete blocks were refined into 8-
noded brick elements. The...
Advances in Steel Structures - part 51 potx
... speeds and 3-second gust wind speeds - showing wind speeds, wind directions
and frequencies of occurrence and (b) wind structure - including 3-second gust wind speed and hourly
mean wind speed, ... be predicted by the following modified form of
Eqn. 4:
4mplk -2 kl 1-2 k ~ 8kl )1
+~+ - (13)
Pd " Ifig
51-k2 k50-k4)
O-k 2-2 kl )-~ t-k50-k4
where the term ~ is i...
Advances in Steel Structures - part 59 potx
...
austeno-ferritic steel
axial compression
axial load
axisymmetric
axisymmetric shell
barrel vault
beam(s)
beam-column
beam-to-column steel joints
bearing
bearing capacity
bearing failure
bending ... buckling
lightweight floor
lightweight steel
limit load
limit state
line spring element
load bearing performance
load monitoring
loading condition
loading histories
loc...
Advances in Steel Structures - part 60 ppsx
...
thin shells 713
thin spherical joint 631
thin-walled column 101
thin-walled member 881
thin-walled sections 983
thin-walled shell structure 639
thin-walled steel structure 63
thin-walled ...
welded connections
welded joint
welding
wind
wind characteristics
wind load
wind-reducing random response
(the) worst-case fatigue notch factor
357
75
323
1013
1133, 1141
505,873...
Advances in Steel Structures - part 1 doc
... 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...
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...