|
stub column |
6 |
|
cross-section resistance |
5 |
|
finite element |
5 |
|
high strength steel |
5 |
|
hollow section |
5 |
|
beam-column |
4 |
|
chord plastification |
4 |
|
chs x-joint |
4 |
|
cold-formed |
4 |
|
cold-formed steel |
4 |
|
concrete-filled steel tube |
4 |
|
confinement |
4 |
|
continuous strength method |
4 |
|
experimental investigation |
4 |
|
fiber-reinforced polymer (frp) |
4 |
|
high-strength steel |
4 |
|
numerical modelling |
4 |
|
octagonal hollow section |
4 |
|
residual stress |
4 |
|
stainless steel |
4 |
|
static strength |
4 |
|
steel structures |
4 |
|
structural design |
4 |
|
tubular section |
4 |
|
analysis-oriented model |
3 |
|
beam |
3 |
|
cfst columns |
3 |
|
columns |
3 |
|
composite column |
3 |
|
compressive behavior |
3 |
|
compressive behaviour |
3 |
|
cross-section classification |
3 |
|
cyclic behaviour |
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 |
|
engineered cementitious composite (ecc) |
3 |
|
engineered cementitious composites (ecc) |
3 |
|
experiments |
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 analysis |
3 |
|
frp-ecc-hsc |
3 |
|
frp–concrete |
3 |
|
hollow sections |
3 |
|
hoop strain |
3 |
|
hoop strain distribution |
3 |
|
load capacity |
3 |
|
local buckling |
3 |
|
mechanical analysis |
3 |
|
metal and composite structures |
3 |
|
non-uniform confinement |
3 |
|
numerical analysis |
3 |
|
octagonal section |
3 |
|
pultruded gfrp |
3 |
|
reliability analysis |
3 |
|
semi-circular stiffeners |
3 |
|
slenderness limit |
3 |
|
square hollow sections |
3 |
|
stiffeners |
3 |
|
stress-strain model |
3 |
|
testing |
3 |
|
ultimate axial strain |
3 |
|
welded joints |
3 |
|
axial loading |
2 |
|
beam test |
2 |
|
beam-columns |
2 |
|
beam–column |
2 |
|
bending |
2 |
|
bolted connections |
2 |
|
box x-joint |
2 |
|
buckling |
2 |
|
buildings, structures & design |
2 |
|
built-up |
2 |
|
cfst |
2 |
|
channel section |
2 |
|
circular hollow section |
2 |
|
circular hollow sections (chs) |
2 |
|
circular hollow sectiont |
2 |
|
codes of practice & standards |
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-filled steel tubes |
2 |
|
concrete-filled steel tubular (cfst) column |
2 |
|
concrete-filled tubes |
2 |
|
cross-section behaviour |
2 |
|
cyclic compressive behavior |
2 |
|
deformation capacity |
2 |
|
demountable continuous shear connector |
2 |
|
design approaches |
2 |
|
design methods |
2 |
|
design methods & aids |
2 |
|
design recommendation |
2 |
|
elemental shear test |
2 |
|
elevated temperature |
2 |
|
elliptical section |
2 |
|
experimental analysis |
2 |
|
fabrication route |
2 |
|
fabrication routes |
2 |
|
fatigue design |
2 |
|
finite element (fe) |
2 |
|
finite element analysis |
2 |
|
finite element modelling |
2 |
|
geometric imperfection |
2 |
|
geometric limitations for design |
2 |
|
global geometric imperfection |
2 |
|
heat affected zone |
2 |
|
hexagonal hollow section stub columns |
2 |
|
high strength stainless steel |
2 |
|
high-strength concrete |
2 |
|
irregular hexagonal hollow sections |
2 |
|
k-join |
2 |
|
local buckling behaviour |
2 |
|
material characterization |
2 |
|
material properties |
2 |
|
material properties measurements |
2 |
|
moment resistance |
2 |
|
n-joint |
2 |
|
numerical investigation |
2 |
|
numerical study |
2 |
|
octagonal concrete-filled steel tube |
2 |
|
octagonal cross-section |
2 |
|
octagonal tubes |
2 |
|
octagonal tubular steel tube |
2 |
|
parametric analysis |
2 |
|
pfrp plates |
2 |
|
q960 ultra high strength steel |
2 |
|
rectangular hollow section |
2 |
|
reusability |
2 |
|
rhs x-joint |
2 |
|
stress concentration factor |
2 |
|
structural behaviour |
2 |
|
stub columns |
2 |
|
t-joint |
2 |
|
t-stub connection |
2 |
|
tube deformation |
2 |
|
tubular columns |
2 |
|
tubular members |
2 |
|
tubular sections |
2 |
|
tubular t-joints |
2 |
|
tubular x-joints |
2 |
|
ultimate resistance |
2 |
|
ultimate shear capacity |
2 |
|
ultimate strength |
2 |
|
x-joint |
2 |
|
yield slenderness limits |
2 |
|
yield strength |
2 |
|
420 mpa high strength steel |
1 |
|
a. glass fibres |
1 |
|
analytical approach |
1 |
|
analytical model |
1 |
|
analytical models |
1 |
|
analytical models of dowel bar embedded into concrete |
1 |
|
analytical solution |
1 |
|
analytical solutions |
1 |
|
anchorage |
1 |
|
anchored blind bolt |
1 |
|
anchored bolts |
1 |
|
applications of pultruded frp tubes |
1 |
|
artificial intelligence |
1 |
|
aspect ratio |
1 |
|
austenitic stainless steel |
1 |
|
axial compression |
1 |
|
axial compressive behavior |
1 |
|
b. buckling |
1 |
|
beam on elastic foundation (bef) |
1 |
|
beam on inelastic foundation (bif) |
1 |
|
beam-through connection |
1 |
|
beams |
1 |
|
bearing |
1 |
|
behaviour of frps tubular sections |
1 |
|
bending tests |
1 |
|
blind bolt |
1 |
|
blind bolted connections |
1 |
|
blind-bolted connection |
1 |
|
blind-bolts |
1 |
|
bolted connection |
1 |
|
bond strength |
1 |
|
boundary limits |
1 |
|
braces |
1 |
|
bracing members |
1 |
|
buckling-restrained brace |
1 |
|
buildings |
1 |
|
buildings, structures & design |
1 |
|
cfst column |
1 |
|
cft column connection |
1 |
|
chs |
1 |
|
circular economy |
1 |
|
circular hollow section (chs) |
1 |
|
cold-formed and hot-rolled steel |
1 |
|
cold-formed octagonal hollow section |
1 |
|
cold-formed section |
1 |
|
cold-formed shs and rhs columns |
1 |
|
cold-formed steels |
1 |
|
cold-forming effect |
1 |
|
cold-forming with heat-treatment |
1 |
|
cold–formed steels |
1 |
|
column |
1 |
|
column base connection |
1 |
|
column buckling |
1 |
|
column test |
1 |
|
combined bending and axial compression |
1 |
|
combined compression and cyclic lateral loads |
1 |
|
component approach |
1 |
|
component model |
1 |
|
composite action |
1 |
|
composite behavior |
1 |
|
composite behaviour |
1 |
|
composite columns |
1 |
|
composite joints |
1 |
|
composite structures |
1 |
|
compression |
1 |
|
compressive stress concentration |
1 |
|
concentrated plasticity model |
1 |
|
concentric tension |
1 |
|
concentrically braced frame |
1 |
|
concentrically braced frames |
1 |
|
concentrically-braced frames |
1 |
|
concrete damage plasticity model |
1 |
|
concrete filled steel tube |
1 |
|
concrete filled steel tubes |
1 |
|
concrete structural walls |
1 |
|
concrete-filled |
1 |
|
concrete-filled chs connections |
1 |
|
concrete-filled corrugated steel tube |
1 |
|
concrete-filled double skin steel tube (cfdst) |
1 |
|
concrete-filled double skin tube (cfdst) |
1 |
|
concrete-filled steel tube (cfst) |
1 |
|
concrete-filled steel tube columns |
1 |
|
concrete-filled steel tubular column |
1 |
|
concrete-filled steel tubular members |
1 |
|
confinement effect |
1 |
|
confinement mechanism |
1 |
|
constitutive model |
1 |
|
construction sector |
1 |
|
conventional steels |
1 |
|
corner strength enhancement |
1 |
|
corroded member |
1 |
|
corrosion morphology |
1 |
|
corrosion pit |
1 |
|
cross-section |
1 |
|
cyclic elastoplasticity |
1 |
|
cyclic load |
1 |
|
cyclic loading |
1 |
|
cyclic test |
1 |
|
cyclic tests |
1 |
|
d. mechanical testing |
1 |
|
damage control |
1 |
|
database |
1 |
|
demountability |
1 |
|
demountable |
1 |
|
demountable stainless steel bar connection system |
1 |
|
demountable steel connection system |
1 |
|
design analysis |
1 |
|
design assessment |
1 |
|
design equation |
1 |
|
design equations |
1 |
|
design for deconstruction and reuse (dfdr) |
1 |
|
design method |
1 |
|
design model |
1 |
|
design recommendations |
1 |
|
digital image correlation method |
1 |
|
direct analysis |
1 |
|
direct reuse |
1 |
|
direct strength method |
1 |
|
distributed seismic resistance |
1 |
|
dowel bar diameter |
1 |
|
dowel bar retrofitting approaches |
1 |
|
ductile fracture |
1 |
|
duplex stainless steel |
1 |
|
e. pultrusion |
1 |
|
earthquake resistance |
1 |
|
earthquake-resistant design |
1 |
|
earthquake-resisting buildings |
1 |
|
eccentric compression |
1 |
|
eccentric loading |
1 |
|
eccentric tension |
1 |
|
elastic deformation of concrete support |
1 |
|
element |
1 |
|
elevated temperatures |
1 |
|
elliptical |
1 |
|
elliptical hollow section |
1 |
|
elliptical hollow sections |
1 |
|
encased built-up steel |
1 |
|
energy dissipation |
1 |
|
evolution |
1 |
|
experiment |
1 |
|
experimental test |
1 |
|
extended end-plate connection |
1 |
|
extended finite element method (xfem) |
1 |
|
extended hollo-bolts |
1 |
|
external diaphragm |
1 |
|
external diaphragm plates |
1 |
|
extremely low cycle fatigue |
1 |
|
failure modes |
1 |
|
fast installation |
1 |
|
fast removal |
1 |
|
fatigue life |
1 |
|
fem |
1 |
|
fibre reinforced polymer |
1 |
|
fibre reinforced polymer composites |
1 |
|
fibre-based finite element model |
1 |
|
finite element method |
1 |
|
flexural buckling |
1 |
|
flexural buckling design |
1 |
|
flexural strength |
1 |
|
flexure |
1 |
|
force transfer mechanism |
1 |
|
fracture prediction |
1 |
|
frp tubes in bridges |
1 |
|
full-scale hybrid test |
1 |
|
galvanizing |
1 |
|
geometric non-linear finite element analysis |
1 |
|
girders |
1 |
|
global buckling behaviour |
1 |
|
gusset welded joints |
1 |
|
hexagonal hollow sections |
1 |
|
hexagonal sections |
1 |
|
high strength concrete |
1 |
|
high-cycle fatigue |
1 |
|
high-strength bolt |
1 |
|
high-strength ring strengthened dowel connection |
1 |
|
high-strength steel (hss) |
1 |
|
higher-mode effect |
1 |
|
hollo-bolts |
1 |
|
horizontal diaphragm |
1 |
|
hot-finished |
1 |
|
hybrid design |
1 |
|
hybrid i-section |
1 |
|
hybrid sections |
1 |
|
hybrid steel stub column |
1 |
|
hysteresis curve |
1 |
|
hysteresis loops |
1 |
|
hysteretic behavior |
1 |
|
hysteretic behaviour |
1 |
|
i-beam to chs column joint |
1 |
|
i-girder |
1 |
|
imperfection factor |
1 |
|
initial geometric imperfections |
1 |
|
inter-module connection |
1 |
|
inter-module connections, beam-column joint |
1 |
|
inter-module joints |
1 |
|
interaction |
1 |
|
interaction curves |
1 |
|
intra-module beam-column joints |
1 |
|
irregular hexagonal hollow section stub columns |
1 |
|
irregular hexagonal sections |
1 |
|
irregular octagonal sections |
1 |
|
joint |
1 |
|
joint classification |
1 |
|
joint modelling techniques |
1 |
|
jointed plain concrete pavement (jpcp) |
1 |
|
joints |
1 |
|
laboratory testing |
1 |
|
laboratory tests |
1 |
|
lateral force-resisting mechanisms |
1 |
|
lateral-torsional buckling |
1 |
|
lattice-angle |
1 |
|
lightweight concrete |
1 |
|
load height |
1 |
|
load introduction |
1 |
|
load transfer characteristics of pavement joints |
1 |
|
load-bearing mechanism |
1 |
|
loading eccentricity |
1 |
|
loading protocol |
1 |
|
local buckling behavior |
1 |
|
local stability analysis |
1 |
|
longitudinal plate connections |
1 |
|
low-cycle fatigue |
1 |
|
machine learning |
1 |
|
material and geometric imperfections |
1 |
|
material property |
1 |
|
material tests |
1 |
|
maximum floor acceleration |
1 |
|
mean stress |
1 |
|
mechanical properties |
1 |
|
medium ductility class |
1 |
|
mic structures |
1 |
|
modelling |
1 |
|
modified modulus of dowel support |
1 |
|
modular buildings |
1 |
|
modular integrated construction (mic) |
1 |
|
modular panel |
1 |
|
module column |
1 |
|
moment-rotation behavior |
1 |
|
moment-rotation behaviour |
1 |
|
monte carlo simulations |
1 |
|
neural network |
1 |
|
new-build with frp tubes |
1 |
|
non-slender and slender cross-sections |
1 |
|
nonlinear |
1 |
|
nonlinear analysis |
1 |
|
nonlinear response history analyses |
1 |
|
normal strength steel |
1 |
|
normal- and high-strength steel |
1 |
|
novel pavement connections |
1 |
|
numerical model |
1 |
|
numerical simulation |
1 |
|
octagonal |
1 |
|
octagonal concrete filled steel tubes |
1 |
|
octagonal cross-section shape |
1 |
|
octagonal hollow sections |
1 |
|
octagonal sections |
1 |
|
octagonal tube |
1 |
|
ocths |
1 |
|
opensees |
1 |
|
oval |
1 |
|
oval hollow sections |
1 |
|
parametric study |
1 |
|
partial factor |
1 |
|
partial factors |
1 |
|
perforation eccentricity |
1 |
|
perforation height |
1 |
|
perforation shape |
1 |
|
perforation size |
1 |
|
perforation/cut-outs/holes |
1 |
|
pin-ended column test |
1 |
|
pin-ended column tests |
1 |
|
pit number |
1 |
|
plastic rotation limits |
1 |
|
plateau length |
1 |
|
post buckling |
1 |
|
precast concrete pavement applications and design |
1 |
|
predictive model |
1 |
|
predictive models |
1 |
|
preloading force |
1 |
|
press-braked |
1 |
|
progressive collapse |
1 |
|
pullout test |
1 |
|
pultruded fibre reinforced polymer |
1 |
|
pultruded frp tubular profiles |
1 |
|
punching shear |
1 |
|
quasi-static test |
1 |
|
ramberg-osgood equation |
1 |
|
ramberg-osgood model |
1 |
|
random forest |
1 |
|
rc beam |
1 |
|
re-centering |
1 |
|
recentering |
1 |
|
rectangular |
1 |
|
rectangular or square sections |
1 |
|
recycled aggregate concrete |
1 |
|
region partition |
1 |
|
removable dowel bar connection |
1 |
|
removable dowel bar connection system |
1 |
|
replaceable joint |
1 |
|
replaceable links |
1 |
|
research & development |
1 |
|
residual stresses |
1 |
|
review |
1 |
|
reviews |
1 |
|
ring beam |
1 |
|
rise span ratio |
1 |
|
rocking structures |
1 |
|
rotation capacity |
1 |
|
rotational stiffness |
1 |
|
s460 steel |
1 |
|
s690 steel |
1 |
|
section curvilinearization |
1 |
|
seismic |
1 |
|
seismic behavior |
1 |
|
seismic behaviour |
1 |
|
seismic collectors |
1 |
|
seismic design |
1 |
|
seismic effects |
1 |
|
seismic engineering |
1 |
|
seismic performance |
1 |
|
self-centering |
1 |
|
self-centring |
1 |
|
shape memory alloy |
1 |
|
shape memory alloy (sma) |
1 |
|
shear load |
1 |
|
shear loading |
1 |
|
simulation-driven |
1 |
|
sinusoidal contact stress distribution |
1 |
|
size of bolt holes |
1 |
|
slender web |
1 |
|
slenderness limits |
1 |
|
slenderness ratio |
1 |
|
sliding gusset connection |
1 |
|
soft-story mechanism |
1 |
|
square |
1 |
|
square concrete column |
1 |
|
square hollow stub columns |
1 |
|
stainless steel ring length |
1 |
|
stainless steel ring thickness |
1 |
|
static design |
1 |
|
static test |
1 |
|
steel |
1 |
|
steel connection |
1 |
|
steel modular frame |
1 |
|
steel modular frames |
1 |
|
steel moment frame |
1 |
|
steel structure |
1 |
|
steel truss-circular |
1 |
|
steel tube confined concrete columns |
1 |
|
steel-confined concrete |
1 |
|
strain concentration |
1 |
|
strain development and distribution |
1 |
|
strength enhancement |
1 |
|
stress -strain relationship |
1 |
|
stress concentration |
1 |
|
stress distribution factor |
1 |
|
stress-strain relationship |
1 |
|
structural hollow section |
1 |
|
structural property uncertainty |
1 |
|
structural testing |
1 |
|
structures and design |
1 |
|
stub column test |
1 |
|
stub column tests |
1 |
|
support vector machine |
1 |
|
sustainability |
1 |
|
t-sections |
1 |
|
tensile behavior |
1 |
|
tensile load |
1 |
|
tensile pull-out |
1 |
|
tensile strength |
1 |
|
tension |
1 |
|
tension-only braces |
1 |
|
the method from kato |
1 |
|
theoretical model |
1 |
|
thin-walled cfsts |
1 |
|
threedimensional tes |
1 |
|
torsional flexible |
1 |
|
torsional loads |
1 |
|
tubular |
1 |
|
tubular column |
1 |
|
tubular construction |
1 |
|
tubular structures |
1 |
|
ultimate load |
1 |
|
uniform bending |
1 |
|
warping restraint |
1 |
|
welded box section member |
1 |
|
welded circular steel tube |
1 |
|
welded circular tube |
1 |
|
welded h- and box section columns |
1 |
|
welded high strength steel i-section |
1 |
|
welded i-section columns |
1 |
|
welded section |
1 |
|
welding effect |
1 |
|
width-to-thickness ratio |
1 |
|
working mechanism |
1 |
