|
cross-section resistance |
5 |
|
high strength steel |
5 |
|
stub column |
5 |
|
chord plastification |
4 |
|
chs x-joint |
4 |
|
cold-formed |
4 |
|
cold-formed steel |
4 |
|
confinement |
4 |
|
continuous strength method |
4 |
|
experimental investigation |
4 |
|
finite element |
4 |
|
high-strength steel |
4 |
|
hollow section |
4 |
|
local buckling |
4 |
|
octagonal hollow section |
4 |
|
residual stress |
4 |
|
square hollow sections |
4 |
|
static strength |
4 |
|
stiffeners |
4 |
|
structural design |
4 |
|
tubular section |
4 |
|
analysis-oriented model |
3 |
|
beam-column |
3 |
|
beam-columns |
3 |
|
bolted connections |
3 |
|
buildings |
3 |
|
cfst columns |
3 |
|
channel section |
3 |
|
circular hollow section |
3 |
|
composite column |
3 |
|
compressive behavior |
3 |
|
compressive behaviour |
3 |
|
cross-section classification |
3 |
|
cyclic compression |
3 |
|
cyclic load-strain model |
3 |
|
cyclic load–strain model |
3 |
|
cyclic stress-strain model |
3 |
|
design |
3 |
|
design-oriented model |
3 |
|
double tube |
3 |
|
ductility |
3 |
|
elevated temperature |
3 |
|
engineered cementitious composite (ecc) |
3 |
|
engineered cementitious composites (ecc) |
3 |
|
experiments |
3 |
|
fiber-reinforced polymer (frp) |
3 |
|
fiber-reinforced polymer-engineered cementitious composites-high strength concrete (frp-ecc-hsc) composite column |
3 |
|
fibre-reinforced polymer (frp) |
3 |
|
finite element model |
3 |
|
finite element modelling |
3 |
|
frp-ecc-hsc |
3 |
|
frp–concrete |
3 |
|
hoop strain |
3 |
|
hoop strain distribution |
3 |
|
load capacity |
3 |
|
material properties |
3 |
|
mechanical analysis |
3 |
|
non-uniform confinement |
3 |
|
numerical analysis |
3 |
|
numerical investigation |
3 |
|
numerical modelling |
3 |
|
pultruded gfrp |
3 |
|
rectangular hollow section |
3 |
|
reliability analysis |
3 |
|
semi-circular stiffeners |
3 |
|
structures & design design methods & aids mathematical modelling |
3 |
|
stub columns |
3 |
|
testing |
3 |
|
tubular members |
3 |
|
ultimate axial strain |
3 |
|
ultimate strength |
3 |
|
axial loading |
2 |
|
beam |
2 |
|
beam test |
2 |
|
beam–column |
2 |
|
bearing capacity |
2 |
|
bilinear softening law |
2 |
|
box x-joint |
2 |
|
buildings, structures & design |
2 |
|
built-up |
2 |
|
carbon fibre-reinforced polymer |
2 |
|
cfrp |
2 |
|
cfrp plates |
2 |
|
circular hollow sections (chs) |
2 |
|
circular hollow sectiont |
2 |
|
civil infrastructures |
2 |
|
cohesive crack models |
2 |
|
cold-formed high strength steel |
2 |
|
cold-formed high-strength steel (cfhss) |
2 |
|
cold-formed hollow section |
2 |
|
column strength |
2 |
|
combined compression and bending |
2 |
|
combined compression and bending test |
2 |
|
combined failure modes |
2 |
|
combined loading test |
2 |
|
concrete fracture |
2 |
|
concrete-filled steel tubes |
2 |
|
cross-section behaviour |
2 |
|
cyclic compressive behavior |
2 |
|
deformation capacity |
2 |
|
design issues |
2 |
|
design methods |
2 |
|
design methods & aids |
2 |
|
design recommendation |
2 |
|
elevated temperatures |
2 |
|
energy ratio |
2 |
|
fabrication route |
2 |
|
fabrication routes |
2 |
|
fatigue design |
2 |
|
finite element (fe) |
2 |
|
finite-element analysis |
2 |
|
fire resistance |
2 |
|
geometric imperfection |
2 |
|
geometric limitations for design |
2 |
|
global geometric imperfection |
2 |
|
heat affected zone |
2 |
|
high strength stainless steel |
2 |
|
high-strength concrete |
2 |
|
high-temperature behaviour |
2 |
|
hollow sections |
2 |
|
irregular hexagonal hollow sections |
2 |
|
k-join |
2 |
|
material characterization |
2 |
|
material properties measurements |
2 |
|
metal and composite structures |
2 |
|
moment resistance |
2 |
|
n-joint |
2 |
|
numerical study |
2 |
|
octagonal concrete-filled steel tube |
2 |
|
octagonal cross-section |
2 |
|
octagonal tubes |
2 |
|
octagonal tubular steel tube |
2 |
|
pfrp plates |
2 |
|
pultruded cfrp plate |
2 |
|
pultruded frp plate |
2 |
|
q960 ultra high strength steel |
2 |
|
rhs x-joint |
2 |
|
slenderness limit |
2 |
|
square hollow section |
2 |
|
stainless steel |
2 |
|
steel structures |
2 |
|
stress concentration factor |
2 |
|
stress ratio |
2 |
|
stress-strain model |
2 |
|
structural behaviour |
2 |
|
t-joint |
2 |
|
t-stub connection |
2 |
|
tube deformation |
2 |
|
tubular columns |
2 |
|
tubular sections |
2 |
|
tubular t-joints |
2 |
|
tubular x-joints |
2 |
|
ultimate resistance |
2 |
|
ultimate strength equation |
2 |
|
welded joints |
2 |
|
x-joint |
2 |
|
yield slenderness limits |
2 |
|
yield strength |
2 |
|
0.2% proof stress |
1 |
|
3d visualization |
1 |
|
adhesive |
1 |
|
adhesives-frps |
1 |
|
aluminium |
1 |
|
aluminium alloys |
1 |
|
aluminium structures |
1 |
|
aluminium tubes |
1 |
|
aluminum |
1 |
|
aluminum alloy |
1 |
|
aluminum alloys |
1 |
|
aluminum structures |
1 |
|
aluminum tube |
1 |
|
aluminum tubes |
1 |
|
ambient temperatures |
1 |
|
analysis and design |
1 |
|
angle |
1 |
|
austenitic stainless steel |
1 |
|
axially restrained |
1 |
|
base curve |
1 |
|
beam columns |
1 |
|
beam-column tests |
1 |
|
beams |
1 |
|
beams and girders |
1 |
|
bearing failure |
1 |
|
bearing load |
1 |
|
bearing shear strength |
1 |
|
bearing strength |
1 |
|
bearing strengths |
1 |
|
bearings (structural) |
1 |
|
bending |
1 |
|
bending moment capacities |
1 |
|
bifurcation analysis |
1 |
|
bolt hole deformation |
1 |
|
bolted connection |
1 |
|
bolted moment-connections |
1 |
|
bucking |
1 |
|
buckling |
1 |
|
buckling behaviour |
1 |
|
buckling curves |
1 |
|
buckling mode interaction |
1 |
|
building, iron and steel -- design and construction |
1 |
|
built-up beams |
1 |
|
built-up closed sections |
1 |
|
built-up column |
1 |
|
built-up section |
1 |
|
built-up sections |
1 |
|
carbon fibre sheets |
1 |
|
carbon steel |
1 |
|
carbon steel and stainless steel |
1 |
|
castellated |
1 |
|
catenary action |
1 |
|
cfrp strengthening |
1 |
|
cfrp-strengthening |
1 |
|
channel sections |
1 |
|
channels |
1 |
|
circular hollow sections |
1 |
|
circular opening |
1 |
|
circular web hole |
1 |
|
civil |
1 |
|
closed section |
1 |
|
closed sections |
1 |
|
code predictions |
1 |
|
cold-formed lipped channel columns |
1 |
|
cold-formed stainless steel |
1 |
|
cold-formed stainless steels |
1 |
|
cold-formed steel channels |
1 |
|
cold-formed steel columns |
1 |
|
cold-formed steel columns and beams |
1 |
|
cold-formed steel rack-section columns |
1 |
|
cold-formed steel structures |
1 |
|
cold-formed steelweb-stiffened |
1 |
|
column |
1 |
|
column design |
1 |
|
column strengths |
1 |
|
column test |
1 |
|
columns |
1 |
|
combined loading tests |
1 |
|
composite beams |
1 |
|
composite columns |
1 |
|
composite frames |
1 |
|
compression tests |
1 |
|
compressive capacities |
1 |
|
concentrated end bearing loads |
1 |
|
concentrated load |
1 |
|
concentrated loads |
1 |
|
concentration (process) |
1 |
|
concrete |
1 |
|
concrete encased steel |
1 |
|
concrete filled |
1 |
|
concrete-filled |
1 |
|
concrete-filled steel tubular column |
1 |
|
connections |
1 |
|
constructional stainless steel (建筑用不銹鋼) |
1 |
|
continuous beams |
1 |
|
continuous strength method (csm) |
1 |
|
cooling rate |
1 |
|
corner |
1 |
|
coupling phenomena involving distortional buckling |
1 |
|
coupon tests |
1 |
|
critical elastic buckling |
1 |
|
cross-sectional behaviour |
1 |
|
cyclic loading |
1 |
|
deformation behaviour |
1 |
|
design approach |
1 |
|
design recommendations |
1 |
|
design rule |
1 |
|
design rules |
1 |
|
design specification |
1 |
|
design standards |
1 |
|
design strength |
1 |
|
design strengths |
1 |
|
direct strength method |
1 |
|
direct strength method (dsm) |
1 |
|
direct strength method (dsm) design |
1 |
|
displacement measurement |
1 |
|
distortional |
1 |
|
distortional and global slenderness |
1 |
|
distortional buckling |
1 |
|
distortional failure |
1 |
|
distortional-global interaction |
1 |
|
double shear bolted connection |
1 |
|
dsm (direct strength method) ultimate strength prediction |
1 |
|
dsm (directstrengthmethod) |
1 |
|
duplex |
1 |
|
duplex stainless steel |
1 |
|
eccentric compression |
1 |
|
eccentrically loaded |
1 |
|
edge stiffener |
1 |
|
edge stiffeners |
1 |
|
edge-stiffened web hole |
1 |
|
effective thickness formula |
1 |
|
effective width |
1 |
|
effective width method |
1 |
|
elliptical hollow section |
1 |
|
elliptical sections |
1 |
|
end distance |
1 |
|
end two flanges |
1 |
|
engineering |
1 |
|
equivalent moment factor |
1 |
|
experiment |
1 |
|
experimental investigations |
1 |
|
experimental results |
1 |
|
experimental studies |
1 |
|
experimental tests |
1 |
|
experimental/numerical post-buckling and ultimate strength results |
1 |
|
experimentation |
1 |
|
failure mode |
1 |
|
failure modes |
1 |
|
fe modelling |
1 |
|
fem simulation |
1 |
|
ferritic |
1 |
|
ferritic stainless steel |
1 |
|
finite element analysis |
1 |
|
finite element method |
1 |
|
finite element modeling |
1 |
|
finite element models |
1 |
|
finite elements |
1 |
|
finite strip buckling analysis |
1 |
|
fire resistance design |
1 |
|
fire resistant design |
1 |
|
fixed-ended bearings |
1 |
|
fixed-ended columns |
1 |
|
fixed-ended columns square hollow section |
1 |
|
flanges |
1 |
|
flexural buckling |
1 |
|
flexural members |
1 |
|
flexural strengths |
1 |
|
flexural-torsional buckling |
1 |
|
flexure |
1 |
|
floor joists |
1 |
|
four-point bending tests |
1 |
|
frp |
1 |
|
frp-strengthening |
1 |
|
gbt analysis |
1 |
|
generalized beam theory (gbt) |
1 |
|
global buckling |
1 |
|
headed shear stud |
1 |
|
heat-affected zone |
1 |
|
high strength |
1 |
|
high temperature |
1 |
|
high temperature behaviour |
1 |
|
high temperatures |
1 |
|
highstrength steel |
1 |
|
holes |
1 |
|
hot spot strain (hssn) |
1 |
|
hot spot stress (hss) |
1 |
|
hot-finished |
1 |
|
hot-finished steel |
1 |
|
i-sections |
1 |
|
indeterminate structures |
1 |
|
initial geometrical imperfections |
1 |
|
interaction |
1 |
|
interaction effects of constituent plate elements |
1 |
|
internal stiffeners |
1 |
|
investigation |
1 |
|
joints |
1 |
|
keywords |
1 |
|
lean duplex |
1 |
|
lean duplex stainless steel |
1 |
|
lean duplex stainless steel tubular members |
1 |
|
lipped channel |
1 |
|
lipped channel column |
1 |
|
lipped channel columns |
1 |
|
lipped channel section |
1 |
|
lipped channel-section |
1 |
|
lipped channelcolumns |
1 |
|
lipped channels |
1 |
|
load-carrying capacity |
1 |
|
loads (forces) |
1 |
|
local |
1 |
|
local-distortional interaction |
1 |
|
local-distortional-global interaction |
1 |
|
local-plate failure |
1 |
|
localised loading |
1 |
|
local–distortional interaction |
1 |
|
material properties at elevated temperature (高溫材料性能) |
1 |
|
material yielding |
1 |
|
mechanical engineering and machinery |
1 |
|
mechanical properties |
1 |
|
metal structures |
1 |
|
metallic material |
1 |
|
microalloyed steel |
1 |
|
microstructure |
1 |
|
mild steel |
1 |
|
modeling |
1 |
|
modelling |
1 |
|
moment capacities |
1 |
|
non-slender |
1 |
|
nonlinearity |
1 |
|
normal strength |
1 |
|
numerical analyses |
1 |
|
numerical model |
1 |
|
numerical models |
1 |
|
numerical simulations |
1 |
|
numericalsimulations |
1 |
|
open section |
1 |
|
open sections |
1 |
|
oval hollow section |
1 |
|
parametric studies |
1 |
|
parametric study |
1 |
|
perforated stub column |
1 |
|
pin-ended |
1 |
|
pin-ended column |
1 |
|
plain channel |
1 |
|
plastic design |
1 |
|
plastic hinge |
1 |
|
plate girder |
1 |
|
post-buckling behaviour |
1 |
|
post-fire |
1 |
|
post-fire test |
1 |
|
profiled steel sheeting |
1 |
|
proposed bearing factors |
1 |
|
proposed design equation |
1 |
|
proposed design equations |
1 |
|
push-out test |
1 |
|
rectangular and square hollow sections |
1 |
|
rectangular hollow section (rhs) |
1 |
|
rectangular hollow sections |
1 |
|
reduction factor |
1 |
|
reinforcements |
1 |
|
reliability analyses |
1 |
|
residual mechanical properties |
1 |
|
residual stresses |
1 |
|
restrained |
1 |
|
retention factor |
1 |
|
screw spacing |
1 |
|
screwed connections |
1 |
|
sensitivity analysis |
1 |
|
shear |
1 |
|
shear connection |
1 |
|
shear resistance |
1 |
|
shell finite element simulations |
1 |
|
shift of effective centroid |
1 |
|
simply supported beams |
1 |
|
single shear |
1 |
|
single shear bolted connection |
1 |
|
slender sections |
1 |
|
slenderness limits |
1 |
|
spatial displacements |
1 |
|
specifications |
1 |
|
square and rectangular hollow sections |
1 |
|
square hollow section (shs) |
1 |
|
stainless steel structures |
1 |
|
stainless steel tubes |
1 |
|
stainless-steel material grades |
1 |
|
standards |
1 |
|
steady state test |
1 |
|
steady state tests |
1 |
|
steel columns |
1 |
|
steel tubes |
1 |
|
stiffening |
1 |
|
stiffness |
1 |
|
strain concentration factor (sncf) |
1 |
|
strain hardening |
1 |
|
strain hardening modulus |
1 |
|
strain rate |
1 |
|
strength reduction factor |
1 |
|
strengthening |
1 |
|
stress concentration factor (scf) |
1 |
|
stress-strain curve |
1 |
|
stress-strain curve (應力-應變曲線) |
1 |
|
stress-strain curves |
1 |
|
structural fire design |
1 |
|
structural stability |
1 |
|
structures |
1 |
|
stub column test |
1 |
|
stub column tests |
1 |
|
support conditions |
1 |
|
t-joints |
1 |
|
tangent rigidities |
1 |
|
teaching |
1 |
|
tearout failure |
1 |
|
temperature |
1 |
|
tensile coupon tests |
1 |
|
test procedure |
1 |
|
tests |
1 |
|
thin sheet |
1 |
|
thin sheet steel |
1 |
|
thin sheet steels |
1 |
|
thin wall structures |
1 |
|
thin walled structures |
1 |
|
thin-wall structures |
1 |
|
thin-walled members |
1 |
|
thin-walled plates |
1 |
|
thin-walled structures |
1 |
|
through-deck |
1 |
|
transient state test |
1 |
|
transient state tests |
1 |
|
transverse welds |
1 |
|
tubular joint |
1 |
|
tubular structures |
1 |
|
ultimate strengthprediction |
1 |
|
unequal angle |
1 |
|
unequal end moments |
1 |
|
unprotected |
1 |
|
web bearing |
1 |
|
web crippling |
1 |
|
web cripplingb |
1 |
|
web hole |
1 |
|
web holes |
1 |
|
web opening |
1 |
|
web openings |
1 |
|
web perforation |
1 |
|
web slenderness |
1 |
|
web stiffener |
1 |
|
web stiffeners |
1 |
|
web-stiffeners |
1 |
|
webs |
1 |
|
welds |
1 |
|
x-joints |
1 |
|
yield line mechanism |
1 |
|
yield line model |
1 |
