| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Asymmetric Friction Connection (AFC) design for seismic energy dissipation
|
Chanchi Golondrino, Jose Christian
|
|
2019
|
157 |
C |
p. 70-81
|
artikel
|
| 2 |
Behaviour of square CFST beam-columns under combined sustained load and corrosion: FEA modelling and analysis
|
Hua, You-Xing
|
|
2019
|
157 |
C |
p. 245-259
|
artikel
|
| 3 |
Behaviour of stainless steel bolts after exposure to elevated temperatures
|
Hu, Ying
|
|
2019
|
157 |
C |
p. 371-385
|
artikel
|
| 4 |
Block shear strength and behaviour of cold-reduced G450 steel bolted connections using DIC
|
Mai, Bac V.
|
|
2019
|
157 |
C |
p. 151-160
|
artikel
|
| 5 |
Bolted circular flange connections under static bending moment and axial force
|
Couchaux, M.
|
|
2019
|
157 |
C |
p. 314-336
|
artikel
|
| 6 |
Bracing effect of sheathing in point-symmetric cold-formed steel flexural members
|
Selvaraj, Sivaganesh
|
|
2019
|
157 |
C |
p. 450-462
|
artikel
|
| 7 |
Buckling resistance of steel H-section beam–columns: In-plane buckling resistance
|
Gizejowski, M.A.
|
|
2019
|
157 |
C |
p. 347-358
|
artikel
|
| 8 |
Carbon steel and stainless steel bolted connections undergoing unloading and re-loading processes
|
Cai, Yancheng
|
|
2019
|
157 |
C |
p. 337-346
|
artikel
|
| 9 |
Compressive behavior of double skin composite wall with different plate thicknesses
|
Qin, Ying
|
|
2019
|
157 |
C |
p. 297-313
|
artikel
|
| 10 |
Concrete-filled steel tubular columns: Test database, design and calibration
|
Thai, Son
|
|
2019
|
157 |
C |
p. 161-181
|
artikel
|
| 11 |
Creep buckling of high strength Q460 steel columns at elevated temperatures
|
Wang, Weiyong
|
|
2019
|
157 |
C |
p. 414-425
|
artikel
|
| 12 |
Design finite element model of a bolted T-stub connection component
|
Gödrich, L.
|
|
2019
|
157 |
C |
p. 198-206
|
artikel
|
| 13 |
Editorial Board
|
|
|
2019
|
157 |
C |
p. ii
|
artikel
|
| 14 |
Effect of hysteretic steel damper uncertainty on seismic performance of steel buildings
|
Wijaya, Hendrik
|
|
2019
|
157 |
C |
p. 46-58
|
artikel
|
| 15 |
Experimental study on asynchronous construction for composite bridges with corrugated steel webs
|
Deng, Wenqin
|
|
2019
|
157 |
C |
p. 93-102
|
artikel
|
| 16 |
Experimental study on the fatigue behavior of the orthotropic steel deck rehabilitated by UHPC overlay
|
Yuan, Yuan
|
|
2019
|
157 |
C |
p. 1-9
|
artikel
|
| 17 |
Experimental validation of the Direct Strength Method for shear spans with high aspect ratios
|
Pham, Song Hong
|
|
2019
|
157 |
C |
p. 143-150
|
artikel
|
| 18 |
Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer
|
Zhu, Zhiwen
|
|
2019
|
157 |
C |
p. 132-142
|
artikel
|
| 19 |
Fire behavior and performance of concrete-filled steel tubular columns: Review and discussion
|
Wang, J.H.
|
|
2019
|
157 |
C |
p. 19-31
|
artikel
|
| 20 |
Flexural and bond-slip behaviours of engineered cementitious composites encased steel composite beams
|
Kabir, Md. Imran
|
|
2019
|
157 |
C |
p. 229-244
|
artikel
|
| 21 |
Influence of material nonlinearity on the buckling resistance of stainless steel shells
|
Stranghöner, Natalie
|
|
2019
|
157 |
C |
p. 386-396
|
artikel
|
| 22 |
Influence of patch load length on plate girders. Part I: Experimental research
|
Markovic, N.
|
|
2019
|
157 |
C |
p. 207-228
|
artikel
|
| 23 |
Investigation of a steel connection to accommodate ductility demand of beams in fire
|
Liu, Yu
|
|
2019
|
157 |
C |
p. 182-197
|
artikel
|
| 24 |
Investigation on steel-concrete composite frame in Chinese traditional style buildings by pseudo-dynamic test
|
Xue, Jianyang
|
|
2019
|
157 |
C |
p. 282-296
|
artikel
|
| 25 |
Local buckling of highly corroded hot-rolled box-section beams
|
Fiolek, Przemyslaw
|
|
2019
|
157 |
C |
p. 359-370
|
artikel
|
| 26 |
Monotonic and cyclic behavior of headed steel stud anchors welded through profiled steel deck
|
Sun, Qili
|
|
2019
|
157 |
C |
p. 121-131
|
artikel
|
| 27 |
Nonlinear modeling of concentrically braced frames
|
Sen, Andrew D.
|
|
2019
|
157 |
C |
p. 103-120
|
artikel
|
| 28 |
Novel gusset plate design using high strength steel and heat treatment
|
Mohammadi, Hossein
|
|
2019
|
157 |
C |
p. 59-69
|
artikel
|
| 29 |
Overall buckling behavior of fire-resistant steel welded I-section columns under ambient temperature
|
Wu, Yiran
|
|
2019
|
157 |
C |
p. 32-45
|
artikel
|
| 30 |
Overall stability behavior of annealed cold-formed thick-walled SHS and RHS steel tubes
|
Li, Gong-Wen
|
|
2019
|
157 |
C |
p. 260-270
|
artikel
|
| 31 |
Quantification of the seismic performance factors of steel hexagrid structures
|
Mashhadiali, Niloufar
|
|
2019
|
157 |
C |
p. 82-92
|
artikel
|
| 32 |
Seismic behavior of buckling-restrained steel plate shear wall with assembled multi-RC panels
|
Han, Qihao
|
|
2019
|
157 |
C |
p. 397-413
|
artikel
|
| 33 |
Slip factors of high strength steels with shot blasted surface
|
Wang, Yan-Bo
|
|
2019
|
157 |
C |
p. 10-18
|
artikel
|
| 34 |
System-based limit state design criterion for 3D steel frames under wind loads
|
Liu, Wenyu
|
|
2019
|
157 |
C |
p. 440-449
|
artikel
|
| 35 |
Testing and numerical analysis of stainless steel I-sections under concentrated end-one-flange loading
|
dos Santos, G.B.
|
|
2019
|
157 |
C |
p. 271-281
|
artikel
|
| 36 |
Theoretical model for concrete-filled stainless steel circular stub columns under axial compression
|
Li, Y.L.
|
|
2019
|
157 |
C |
p. 426-439
|
artikel
|
Tijdschrift beschrijving