nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analysis of shrinkage influence on bond in CFST elements filled with SCC
|
Szadkowska, Magdalena |
|
|
184 |
C |
p. |
artikel |
2 |
Axial stiffness of concrete filled rectangular steel tubular (CFRST) truss joints
|
Ma, Yinping |
|
|
184 |
C |
p. |
artikel |
3 |
Behavior of partially concrete-filled X-joints with CHS braces and SHS chord under axial compression
|
Guo, Zhan |
|
|
184 |
C |
p. |
artikel |
4 |
Behaviour and design of stainless steel-concrete composite beam-to-column joints
|
Song, Yuchen |
|
|
184 |
C |
p. |
artikel |
5 |
Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression
|
Peiris, Mithum |
|
|
184 |
C |
p. |
artikel |
6 |
Chord plastification strength of longitudinal plate-to-CHS joints with steel grade up to 460 MPa under combined axial compression and in-plane bending
|
Han, Sang-Hui |
|
|
184 |
C |
p. |
artikel |
7 |
Circular steel tubes strengthened by welding angle steel under preloading condition
|
Liu, Hongbo |
|
|
184 |
C |
p. |
artikel |
8 |
Collapse testing of steel-concrete composite floor systems under an exterior-column-removal scenario
|
Yang, Tao |
|
|
184 |
C |
p. |
artikel |
9 |
Column base connections under compression and biaxial moments: Experimental and numerical investigations
|
Cloete, R. |
|
|
184 |
C |
p. |
artikel |
10 |
Column base connections under compression and biaxial moments: Proposed design approach
|
Cloete, R. |
|
|
184 |
C |
p. |
artikel |
11 |
Compact and slender box concrete-filled stainless steel tubes under compression, bending, and combined loading
|
Kazemzadeh Azad, Sina |
|
|
184 |
C |
p. |
artikel |
12 |
Compressive behaviour of tapered concrete-filled double skin steel tubular stub columns
|
Deng, Ran |
|
|
184 |
C |
p. |
artikel |
13 |
Continuum damage mechanics based ductile fatigue-fracture prediction in buckling steel braces
|
Zhu, Yazhi |
|
|
184 |
C |
p. |
artikel |
14 |
Conventional I-shape brace member bolted connections under seismic loading: Laboratory study
|
Rudman, Alina |
|
|
184 |
C |
p. |
artikel |
15 |
Cyclic behavior of circular TSRC column to steel beam frames
|
Li, Xiang |
|
|
184 |
C |
p. |
artikel |
16 |
Design and numerical evaluation of two innovative moment-free beam-gusset-column connections for BRBFs
|
Fatemi, Hamid |
|
|
184 |
C |
p. |
artikel |
17 |
Design model for bolted angle members in compression including joint stiffness
|
Kettler, Markus |
|
|
184 |
C |
p. |
artikel |
18 |
Ductile fracture simulation of cold-formed high strength steel using GTN damage model
|
Yan, Rui |
|
|
184 |
C |
p. |
artikel |
19 |
Ductile steel knee brace with built-in comb-shaped seismic damper
|
Honma, Sayuri |
|
|
184 |
C |
p. |
artikel |
20 |
Editorial Board
|
|
|
|
184 |
C |
p. |
artikel |
21 |
Effect of welding residual stress on the performance of CFST tubular joints
|
Jin, Dengyiding |
|
|
184 |
C |
p. |
artikel |
22 |
Elastic buckling analysis of steel-strip-stiffened trapezoidal corrugated steel plate shear walls
|
Feng, Lifei |
|
|
184 |
C |
p. |
artikel |
23 |
Expeditious strip model for steel plate shear walls with beam-connected web plates
|
Ozcelik, Yigit |
|
|
184 |
C |
p. |
artikel |
24 |
Experimental and numerical investigation of steel-grout-steel sandwich shells for wind turbine towers
|
Vernardos, Stelios M. |
|
|
184 |
C |
p. |
artikel |
25 |
Experimental and numerical studies on cyclic behaviour of superior high-performance steel welded I-section beam-column
|
Yang, Xiaofeng |
|
|
184 |
C |
p. |
artikel |
26 |
Experimental research on fatigue performance of butt welds of corroded Q690 high strength steel
|
Guo, Hongchao |
|
|
184 |
C |
p. |
artikel |
27 |
Experimental seismic behavior of T-shaped double skin composite wall with steel truss
|
Han, Jianhong |
|
|
184 |
C |
p. |
artikel |
28 |
Experimental study of earthquake-resilient prefabricated composite joint with T-shape connector
|
Zhang, Ai-Lin |
|
|
184 |
C |
p. |
artikel |
29 |
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures
|
Chen, Zhihua |
|
|
184 |
C |
p. |
artikel |
30 |
Failure mode and strength prediction of laterally braced Litzka-type castellated beams
|
Braga, João J.V. |
|
|
184 |
C |
p. |
artikel |
31 |
Fatigue behaviour of load-carrying fillet-welded cruciform joints of austenitic stainless steel
|
Peng, Yang |
|
|
184 |
C |
p. |
artikel |
32 |
Fatigue performance of Q345 structural steel after natural cooling from elevated temperatures
|
Zhang, Chuntao |
|
|
184 |
C |
p. |
artikel |
33 |
Feasibility of slotted end connections improved with thicker sections in tension: Experimental and numerical investigation
|
Liu, Z.Q. |
|
|
184 |
C |
p. |
artikel |
34 |
Flexibility requirement of bolted double-angle shear connections
|
Arjomandi, Kaveh |
|
|
184 |
C |
p. |
artikel |
35 |
Flexural-capability of angle-stiffened channel-type SC wall under combined cyclic lateral-force and axial-compression
|
Ding, Zhixin |
|
|
184 |
C |
p. |
artikel |
36 |
I-beam-to-CHS-column moment resisting joints using passing-through plates
|
Couchaux, Maël |
|
|
184 |
C |
p. |
artikel |
37 |
Initial prestress design and optimization of cable-stiffened latticed shells
|
Zhao, Lin |
|
|
184 |
C |
p. |
artikel |
38 |
Joints for treelike column structures based on generative design and additive manufacturing
|
Wang, Hui |
|
|
184 |
C |
p. |
artikel |
39 |
Lateral-torsional buckling of partially protected steel I-beams exposed to fire
|
Hadj Doula, Moustafa |
|
|
184 |
C |
p. |
artikel |
40 |
Lateral torsional buckling of partially restrained beams of high strength S690 welded I-sections
|
Wang, Kai |
|
|
184 |
C |
p. |
artikel |
41 |
Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)
|
Shafaei, Soheil |
|
|
184 |
C |
p. |
artikel |
42 |
Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)
|
Kizilarslan, Emre |
|
|
184 |
C |
p. |
artikel |
43 |
On fracture locus of corroded steel plates with nominal fracture strain and corrosion morphology
|
Zhang, Haijiang |
|
|
184 |
C |
p. |
artikel |
44 |
Post-fire mechanical properties and buckling strength of cold-formed steel hollow section columns
|
Ye, Kai |
|
|
184 |
C |
p. |
artikel |
45 |
Seismic behavior and failure modes analysis of lapping-connection between CFRST-columns and RC-beams
|
Yang, Jian |
|
|
184 |
C |
p. |
artikel |
46 |
Seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels
|
Zhang, Chao |
|
|
184 |
C |
p. |
artikel |
47 |
Shear resistance of austenitic and duplex stainless steel bolts
|
Stranghöner, Natalie |
|
|
184 |
C |
p. |
artikel |
48 |
Slenderness classification of shear panels with random pitting corrosion damage
|
Ghadami, A. |
|
|
184 |
C |
p. |
artikel |
49 |
Static and fatigue properties of 80 mm-thick Q460GJC butt weld joint
|
Li, Jingyao |
|
|
184 |
C |
p. |
artikel |
50 |
Stress concentration factors for multi-planar DKT tubular truss joints under axially balanced loads
|
Rahmanli, Ulvi |
|
|
184 |
C |
p. |
artikel |
51 |
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application
|
Fang, Cheng |
|
|
184 |
C |
p. |
artikel |
52 |
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs
|
Tartaglia, Roberto |
|
|
184 |
C |
p. |
artikel |
53 |
Synergistic shear behaviour of cold-formed steel shear walls and reinforced edge struts
|
Xingxing, Wang |
|
|
184 |
C |
p. |
artikel |
54 |
Tests of cold-formed steel built-up open section members under eccentric compressive load
|
Li, Qiu-Yun |
|
|
184 |
C |
p. |
artikel |
55 |
The influence of the axial restraint on the overstrength of short links
|
Manganiello, Luigi |
|
|
184 |
C |
p. |
artikel |