| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An individual fatigue assessment approach considering real notch strains and local hardness applied to welded joints
|
Ladinek, M.
|
|
|
148 |
C |
p. 314-325
|
artikel
|
| 2 |
A unified interaction equation for strength and global stability of solid and hollow concrete-filled steel tube columns under room and elevated temperatures
|
Yu, Min
|
|
|
148 |
C |
p. 304-313
|
artikel
|
| 3 |
Behaviour of restrained high strength steel columns at elevated temperature
|
Wang, Weiyong
|
|
|
148 |
C |
p. 251-264
|
artikel
|
| 4 |
Behaviour of stiffened extended shear tab connections under gravity induced shear force
|
Motallebi, Mohammad
|
|
|
148 |
C |
p. 336-350
|
artikel
|
| 5 |
Behaviour of structural sub-assemblies of steel beams with openings in fire conditions
|
Elsawaf, Sherif A.
|
|
|
148 |
C |
p. 627-638
|
artikel
|
| 6 |
Capacity of exposed column base connections subjected to uniaxial and biaxial bending moments
|
Fasaee, Mohammad Ali Khaksar
|
|
|
148 |
C |
p. 361-370
|
artikel
|
| 7 |
Corrigendum to “Numerical investigation on compressive performance of CFST columns with encased built-up lattice-angles” [J. Constr. Steel Res. 137 (2017) 242–253]
|
Xu, Fei
|
|
|
148 |
C |
p. 779
|
artikel
|
| 8 |
Cyclic performance of steel storage rack beam-to-upright bolted connections
|
Dai, Liusi
|
|
|
148 |
C |
p. 28-48
|
artikel
|
| 9 |
Cyclic testing and performance evaluation of buckling-restrained knee-braced frames
|
Junda, E.
|
|
|
148 |
C |
p. 154-164
|
artikel
|
| 10 |
Design of full-strength full-ductility extended end-plate beam-to-column joints
|
Francavilla, Antonella B.
|
|
|
148 |
C |
p. 77-96
|
artikel
|
| 11 |
Design procedure for the web-post buckling of steel cellular beams
|
Grilo, Lucas Figueiredo
|
|
|
148 |
C |
p. 525-541
|
artikel
|
| 12 |
Editorial Board
|
|
|
|
148 |
C |
p. ii
|
artikel
|
| 13 |
Effect of pitting degradation on ductile fracture initiation of steel butt-welded joints
|
Wang, Hao
|
|
|
148 |
C |
p. 436-449
|
artikel
|
| 14 |
Elastic and elastic-plastic threshold stiffness of stiffened steel plate walls in compression
|
Xu, Zhaoyu
|
|
|
148 |
C |
p. 138-153
|
artikel
|
| 15 |
Elastic displacement spectrum-based design of damage-controlling BRBFs with rocking walls
|
Feng, Yulong
|
|
|
148 |
C |
p. 691-706
|
artikel
|
| 16 |
End patch loading behavior and strengthening of locally corroded steel I-beams
|
Wu, Bo
|
|
|
148 |
C |
p. 371-382
|
artikel
|
| 17 |
Evaluation of existing provisions for design of “pinned” column base-plate connections
|
Kavoura, F.
|
|
|
148 |
C |
p. 233-250
|
artikel
|
| 18 |
Experimental study of Pipe-Fuse Damper for passive energy dissipation in structures
|
Aghlara, Reza
|
|
|
148 |
C |
p. 351-360
|
artikel
|
| 19 |
Experimental study on seismic behaviour of an innovative composite shear wall
|
Huang, Shao-Teng
|
|
|
148 |
C |
p. 165-179
|
artikel
|
| 20 |
Experimental study on the residual stresses of 800 MPa high strength steel welded box sections
|
Cao, Xianlei
|
|
|
148 |
C |
p. 720-727
|
artikel
|
| 21 |
Fatigue behaviour of blind bolts under tensile cyclic loads
|
Liu, Yanzhi
|
|
|
148 |
C |
p. 16-27
|
artikel
|
| 22 |
Fatigue life prediction of welded joints with artificial corrosion pits based on continuum damage mechanics
|
Jie, Zhiyu
|
|
|
148 |
C |
p. 542-550
|
artikel
|
| 23 |
Fatigue performance and evaluation of welded joints in steel truss bridges
|
Cui, Chuang
|
|
|
148 |
C |
p. 450-456
|
artikel
|
| 24 |
Finite element analysis of thermal residual stresses in castellated beams
|
Zhou, Xuhong
|
|
|
148 |
C |
p. 741-755
|
artikel
|
| 25 |
Fire resistance of composite steel & concrete highway bridges
|
Hu, Jiayu
|
|
|
148 |
C |
p. 707-719
|
artikel
|
| 26 |
Flexural behaviour of steel hollow sections filled with concrete that contains OPBC as coarse aggregate
|
Javed, Muhammad Faisal
|
|
|
148 |
C |
p. 287-294
|
artikel
|
| 27 |
Flexural strength of steel I-beams reinforced with CFRP sheets at tension flange
|
Elkhabeery, Omar H.
|
|
|
148 |
C |
p. 572-588
|
artikel
|
| 28 |
Full-scale shake table tests of the tension-only concentrically braced steel beam-through frame
|
Chen, Yueshi
|
|
|
148 |
C |
p. 611-626
|
artikel
|
| 29 |
I-beam to square hollow column blind bolted moment connection: Experimental and numerical study
|
Tahir, Mahmood Md.
|
|
|
148 |
C |
p. 383-398
|
artikel
|
| 30 |
Internal force transfer effect-based fatigue damage evaluation for PBL shear connector groups
|
Zhang, Qinghua
|
|
|
148 |
C |
p. 469-478
|
artikel
|
| 31 |
Investigation of residual stresses in Q460GJ steel plates from medium-walled box sections
|
Nie, Shidong
|
|
|
148 |
C |
p. 728-740
|
artikel
|
| 32 |
Lateral strength and deflection of cold-formed steel shear walls using corrugated sheathing
|
Zhang, Wenying
|
|
|
148 |
C |
p. 399-408
|
artikel
|
| 33 |
Local stability of laser-welded stainless steel I-sections in bending
|
Bu, Y.
|
|
|
148 |
C |
p. 49-64
|
artikel
|
| 34 |
Material properties and residual stresses of octagonal high strength steel hollow sections
|
Fang, Han
|
|
|
148 |
C |
p. 479-490
|
artikel
|
| 35 |
Numerical evaluation for the effective slab width of steel-concrete composite beams
|
Lasheen, Mahmoud
|
|
|
148 |
C |
p. 124-137
|
artikel
|
| 36 |
Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections
|
Mou, Ben
|
|
|
148 |
C |
p. 422-435
|
artikel
|
| 37 |
Numerical investigations of multiple cross-arm pre-tensioned cable stayed BRBs with pin-ended stays
|
Zhou, Peng
|
|
|
148 |
C |
p. 206-232
|
artikel
|
| 38 |
Permanent seismic drifts in steel moment frames
|
Bravo-Haro, M.A.
|
|
|
148 |
C |
p. 589-610
|
artikel
|
| 39 |
Probabilistic residual drift assessment of SMRFs with linear and nonlinear viscous dampers
|
Yahyazadeh, A.
|
|
|
148 |
C |
p. 409-421
|
artikel
|
| 40 |
Probabilistic seismic performance assessment of ribbed bracing systems
|
Arzeytoon, Ali
|
|
|
148 |
C |
p. 326-335
|
artikel
|
| 41 |
Prospective study on the behaviour of composite beams with an indented shear connector
|
Alves, Ana Rita
|
|
|
148 |
C |
p. 508-524
|
artikel
|
| 42 |
Reduction factors for stainless steel bolts at elevated temperatures
|
Hu, Ying
|
|
|
148 |
C |
p. 198-205
|
artikel
|
| 43 |
Residual mechanical properties of high strength steels after exposure to fire
|
Li, Hai-Ting
|
|
|
148 |
C |
p. 562-571
|
artikel
|
| 44 |
Residual stress analysis of hull plate in multi-point forming
|
Shen, Wei
|
|
|
148 |
C |
p. 65-76
|
artikel
|
| 45 |
Response modification factor of concentrically braced frames with hexagonal pattern of braces
|
Kheyroddin, Ali
|
|
|
148 |
C |
p. 658-668
|
artikel
|
| 46 |
Response of high-strength steel beam and single-storey frame in fire: Numerical simulation
|
Shakil, Saani
|
|
|
148 |
C |
p. 551-561
|
artikel
|
| 47 |
Section moment capacity tests of hollow flange steel plate girders
|
Perera, Nilakshi
|
|
|
148 |
C |
p. 97-111
|
artikel
|
| 48 |
Seismic performance evaluation of damage tolerant steel frame with composite steel-UHPC joint
|
Xu, Tengfei
|
|
|
148 |
C |
p. 457-468
|
artikel
|
| 49 |
Seismic performance of wide flange steel beams partly covered by side plates
|
Chen, Cheng-Cheng
|
|
|
148 |
C |
p. 275-286
|
artikel
|
| 50 |
Seismic response of friction damped and base-isolated frames considering serviceability limit state
|
Güneyisi, Esra Mete
|
|
|
148 |
C |
p. 639-657
|
artikel
|
| 51 |
Stability of steel columns stiffened by stays and multiple crossarms
|
Li, Pengcheng
|
|
|
148 |
C |
p. 189-197
|
artikel
|
| 52 |
Static and fatigue properties of the steel-UHPC lightweight composite bridge deck with large U ribs
|
Shao, Xudong
|
|
|
148 |
C |
p. 491-507
|
artikel
|
| 53 |
Stress concentration factor for tubular CHS-to-RHS Y-joints under axial loads
|
Yin, Yue
|
|
|
148 |
C |
p. 768-778
|
artikel
|
| 54 |
Structural behaviour of arched steel beams with cellular openings
|
Zaher, O.F.
|
|
|
148 |
C |
p. 756-767
|
artikel
|
| 55 |
Study of seismic behavior of recycled aggregate concrete-filled steel tubular columns
|
Tang, Yun-Chao
|
|
|
148 |
C |
p. 1-15
|
artikel
|
| 56 |
The influence of rib stiffeners on the response of extended end-plate joints
|
Tartaglia, Roberto
|
|
|
148 |
C |
p. 669-690
|
artikel
|
| 57 |
The strain-life approach applied to welded joints: Considering the real weld geometry
|
Ladinek, M.
|
|
|
148 |
C |
p. 180-188
|
artikel
|
| 58 |
Ultimate capacity of I-sections under combined loading – Part 2: Parametric studies and CSM design
|
Yun, X.
|
|
|
148 |
C |
p. 265-274
|
artikel
|
| 59 |
Use of artificial damping factors to enhance numerical stability for irregular joints
|
Nzabonimpa, J.D.
|
|
|
148 |
C |
p. 295-303
|
artikel
|
| 60 |
Use of induction-heating in steel structures: Material properties and novel brace design
|
Skalomenos, Konstantinos A.
|
|
|
148 |
C |
p. 112-123
|
artikel
|
Tijdschrift beschrijving