| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A modified DEB procedure for estimating seismic demands of multi-mode-sensitive damage-control HSSF-EDBs
|
Ke, Ke
|
|
|
150 |
C |
p. 329-345
|
artikel
|
| 2 |
A modified Direct Strength Method for nonlinear twisting model of simply-supported C-section purlins
|
Bai, Fan
|
|
|
150 |
C |
p. 384-391
|
artikel
|
| 3 |
Behaviour of high strength steel columns under fire conditions
|
Winful, D.
|
|
|
150 |
C |
p. 392-404
|
artikel
|
| 4 |
Column axial load effects on the performance of skewed SMF RBS connections
|
Desrochers, C.
|
|
|
150 |
C |
p. 505-513
|
artikel
|
| 5 |
Compressive behavior of CFRP-steel composite tubed steel-reinforced columns with high-strength concrete
|
Wang, Jizhong
|
|
|
150 |
C |
p. 354-370
|
artikel
|
| 6 |
Cyclic behaviour of double-tube buckling-restrained braces for boiler steel plant structures
|
Xu, Fei
|
|
|
150 |
C |
p. 556-569
|
artikel
|
| 7 |
Design of concrete-filled high strength steel tubular joints subjected to compression
|
Li, Hai-Ting
|
|
|
150 |
C |
p. 209-220
|
artikel
|
| 8 |
Different slit configuration in corrugated sheathing of cold-formed steel shear wall
|
Zhang, Wenying
|
|
|
150 |
C |
p. 430-441
|
artikel
|
| 9 |
Discussion on “Patch loading resistance of slender plate girders with longitudinal stiffeners” by B. Kövesdi [J Constr Steel Res 2018; 140: 237–246]
|
Graciano, C.
|
|
|
150 |
C |
p. 261-263
|
artikel
|
| 10 |
Discussion on “Patch loading resistance of slenderplate girders with longitudinal stiffeners” by B. Kövesdi[J Constr Steel Res 2018; 140: 237–246]
|
Kövesdi, B.
|
|
|
150 |
C |
p. 326-328
|
artikel
|
| 11 |
Editorial Board
|
|
|
|
150 |
C |
p. ii
|
artikel
|
| 12 |
Effect of welding and complex loads on the high-strength steel T-stub connection
|
Sun, Fei Fei
|
|
|
150 |
C |
p. 76-86
|
artikel
|
| 13 |
Effects of different support conditions on experimental bending strength of thin walled cold formed steel storage upright frames
|
Saleh, Ali
|
|
|
150 |
C |
p. 1-6
|
artikel
|
| 14 |
End web stiffeners for connecting ductile replaceable links
|
Stephens, Max T.
|
|
|
150 |
C |
p. 405-414
|
artikel
|
| 15 |
Energy-based low cycle fatigue analysis of low yield point steels
|
Shi, Gang
|
|
|
150 |
C |
p. 346-353
|
artikel
|
| 16 |
Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames
|
Wijesundara, K.K.
|
|
|
150 |
C |
p. 452-461
|
artikel
|
| 17 |
Experimental and analytical study of telescopic lead yielding damper
|
Eskandari, M.
|
|
|
150 |
C |
p. 371-383
|
artikel
|
| 18 |
Experimental and numerical analysis of small-scale panels with indented stiffeners
|
Chujutalli, John H.
|
|
|
150 |
C |
p. 7-22
|
artikel
|
| 19 |
Experimental behavior of double-row Y-type perfobond rib shear connectors
|
Kim, Sang-Hyo
|
|
|
150 |
C |
p. 221-229
|
artikel
|
| 20 |
Experimental characterization and component-based modeling of deck-to-pier connections for composite bridges
|
Abbiati, Giuseppe
|
|
|
150 |
C |
p. 31-50
|
artikel
|
| 21 |
Experimental investigation of pod on the behavior of all-steel buckling restrained braces
|
Hemati, Seayf Allah
|
|
|
150 |
C |
p. 186-194
|
artikel
|
| 22 |
Experimental seismic behaviour of bottom-through-diaphragm and top-ring connection to SST columns
|
Cao, Shi
|
|
|
150 |
C |
p. 249-260
|
artikel
|
| 23 |
EXPERIMENTAL STRESS CONCENTRATION FACTOR IN CONCRETE-FILLED STEEL TUBULAR T-JOINTS
|
Musa, Idris A.
|
|
|
150 |
C |
p. 442-451
|
artikel
|
| 24 |
Experimental study of the short-term and long-term behavior of perfobond connectors
|
Zhang, Jing
|
|
|
150 |
C |
p. 462-474
|
artikel
|
| 25 |
Flexural behavior of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams
|
Liu, Jiepeng
|
|
|
150 |
C |
p. 175-185
|
artikel
|
| 26 |
Foreword: Recent research into structural stainless steel
|
Baddoo, Nancy
|
|
|
150 |
C |
p. 541
|
artikel
|
| 27 |
Local web buckling of single-coped beam connections with slender web
|
Ke, Ke
|
|
|
150 |
C |
p. 543-555
|
artikel
|
| 28 |
Mechanical properties of zinc-aluminum film on steel cable substrate in corrosion environment
|
Zhang, Hua
|
|
|
150 |
C |
p. 288-297
|
artikel
|
| 29 |
Numerical analysis of optimum treatment parameters by high frequency mechanical impact
|
Liu, Yong
|
|
|
150 |
C |
p. 23-30
|
artikel
|
| 30 |
Numerical study on cable-saddle frictional resistance of multispan suspension bridges
|
Zhang, Qinghua
|
|
|
150 |
C |
p. 51-59
|
artikel
|
| 31 |
Performance and design of eccentrically-loaded concrete-filled round-ended elliptical hollow section stub columns
|
Shen, Qihan
|
|
|
150 |
C |
p. 99-114
|
artikel
|
| 32 |
Postbuckling shear capacity of high-strength steel plate girders
|
Xiao, Yong
|
|
|
150 |
C |
p. 475-490
|
artikel
|
| 33 |
Progressive collapse of 3D steel composite buildings under interior gravity column loss
|
Pantidis, Panos
|
|
|
150 |
C |
p. 60-75
|
artikel
|
| 34 |
Push-out test of large perfobond connectors in steel–concrete joints of hybrid bridges
|
Di, Jin
|
|
|
150 |
C |
p. 415-429
|
artikel
|
| 35 |
Quantitative evaluation of progressive collapse process of steel portal frames in fire
|
Jiang, Jian
|
|
|
150 |
C |
p. 277-287
|
artikel
|
| 36 |
Saw type seismic energy dissipaters: development and cyclic loading test
|
Demir, Serhat
|
|
|
150 |
C |
p. 264-276
|
artikel
|
| 37 |
Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections
|
Ahmady Jazany, Roohollah
|
|
|
150 |
C |
p. 230-248
|
artikel
|
| 38 |
Seismic performance evaluation of the ceiling-bracket-type modular joint with various bracket parameters
|
Lee, Seungjae
|
|
|
150 |
C |
p. 298-325
|
artikel
|
| 39 |
Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment
|
Guan, Xingquan
|
|
|
150 |
C |
p. 129-140
|
artikel
|
| 40 |
Serviceability performance of composite cellular beams with partial shear connection
|
Lawson, R.M.
|
|
|
150 |
C |
p. 491-504
|
artikel
|
| 41 |
Shear response of concrete filled tubes part 1: Experiments
|
Lehman, Dawn
|
|
|
150 |
C |
p. 528-540
|
artikel
|
| 42 |
Strength model for mismatched butt welded joints of high strength steel
|
Sun, Fei-Fei
|
|
|
150 |
C |
p. 514-527
|
artikel
|
| 43 |
Stress concentration factors of bird-beak SHS X-joints under brace axial forces
|
Li, Chen
|
|
|
150 |
C |
p. 87-98
|
artikel
|
| 44 |
Tensile behaviour of S690QL and S960QL under high strain rate
|
Alabi, A.A.
|
|
|
150 |
C |
p. 570-580
|
artikel
|
| 45 |
The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending
|
Zhao, Ou
|
|
|
150 |
C |
p. 141-152
|
artikel
|
| 46 |
The performance of concrete filled steel tube columns under post-earthquake fires
|
Talebi, Elnaz
|
|
|
150 |
C |
p. 115-128
|
artikel
|
| 47 |
Ultimate tensile and compressive performances of welded hollow spherical joints with H-beam
|
Liu, Hongbo
|
|
|
150 |
C |
p. 195-208
|
artikel
|
| 48 |
Validation of a general design procedure for the transverse impact capacity of steel columns
|
Bambach, M.R.
|
|
|
150 |
C |
p. 153-161
|
artikel
|
| 49 |
V-shaped shear connector for composite steel-concrete beam
|
Bezerra, Luciano M.
|
|
|
150 |
C |
p. 162-174
|
artikel
|
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