| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of local deformation effects in cold-formed tubular profiles subjected to bending
|
Misiūnaitė, Ieva
|
|
|
160 |
C |
p. 598-612
|
artikel
|
| 2 |
An improved and innovative formulation for calculating amplified elastic story drift induced by RBS connections in steel moment frames
|
Fanaie, Nader
|
|
|
160 |
C |
p. 510-527
|
artikel
|
| 3 |
Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure
|
Tulonen, Joonas
|
|
|
160 |
C |
p. 101-109
|
artikel
|
| 4 |
Buckling resistance of orthotropic plates subjected by compression interpolation between plate and column-like behavior
|
Kövesdi, B.
|
|
|
160 |
C |
p. 67-76
|
artikel
|
| 5 |
Characteristics of structural state of stress for steel frame in progressive collapse
|
Zhou, Guangchun
|
|
|
160 |
C |
p. 444-456
|
artikel
|
| 6 |
Design of hot-finished tubular steel members using a stiffness reduction method
|
Kucukler, Merih
|
|
|
160 |
C |
p. 340-358
|
artikel
|
| 7 |
Editorial Board
|
|
|
|
160 |
C |
p. ii
|
artikel
|
| 8 |
Efficient 3D lateral analysis of cold-formed steel buildings
|
Franklin, Nicholas P.
|
|
|
160 |
C |
p. 16-22
|
artikel
|
| 9 |
Experimental and numerical investigations on the axial capacity of cold-formed steel built-up box sections
|
Roy, Krishanu
|
|
|
160 |
C |
p. 411-427
|
artikel
|
| 10 |
Experimental behavior of curved bottom flanges in steel box-girder bridge decks
|
Ljubinković, Filip
|
|
|
160 |
C |
p. 169-188
|
artikel
|
| 11 |
Experimental study of the hysteretic behaviour of corrugated steel plate shear walls and steel plate reinforced concrete composite shear walls
|
Wang, Wei
|
|
|
160 |
C |
p. 136-152
|
artikel
|
| 12 |
Experimental test and hysteretic behavior of single cross-arm PCS-BRBs
|
Guo, Yan-Lin
|
|
|
160 |
C |
p. 223-239
|
artikel
|
| 13 |
Failure analysis of transmission tower subjected to strong wind load
|
Zhang, Jian
|
|
|
160 |
C |
p. 271-279
|
artikel
|
| 14 |
Fatigue-performance improvement of patch-plate welding via PWHT with induction heating
|
Aung, May Phyo
|
|
|
160 |
C |
p. 280-288
|
artikel
|
| 15 |
Implications of bidirectional interaction on nonlinear seismic response of steel piers
|
Liu, Yanyan
|
|
|
160 |
C |
p. 289-300
|
artikel
|
| 16 |
Laboratory and numerical tests on real crane runway girder with box section
|
Kettler, Markus
|
|
|
160 |
C |
p. 540-558
|
artikel
|
| 17 |
Numerical investigation of demountable CFST K-joints using blind bolts
|
Jin, Dengyiding
|
|
|
160 |
C |
p. 428-443
|
artikel
|
| 18 |
Numerical study of the behavior of intermeshed steel connections under mixed-mode loading
|
Shemshadian, Mohammad E.
|
|
|
160 |
C |
p. 89-100
|
artikel
|
| 19 |
Numerical study of the behaviors of axially loaded large-diameter CFT stub columns
|
Lin, Siqi
|
|
|
160 |
C |
p. 54-66
|
artikel
|
| 20 |
Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments
|
Gizejowski, M.A.
|
|
|
160 |
C |
p. 153-168
|
artikel
|
| 21 |
Parametric study on temperature distribution of square hollow section joints
|
Bączkiewicz, Jolanta
|
|
|
160 |
C |
p. 490-498
|
artikel
|
| 22 |
Prediction of the in-plane mid-span displacement of cold-formed steel floor with steel form-deck and gypsum-based self-leveling underlayment
|
Guan, Yu
|
|
|
160 |
C |
p. 124-135
|
artikel
|
| 23 |
Predictions of material properties in press-braked austenitic stainless steel sections
|
Zheng, Baofeng
|
|
|
160 |
C |
p. 110-123
|
artikel
|
| 24 |
Prying effect in unstiffened extended endplate connection with circular bolts configuration
|
El Kalash, Sana N.
|
|
|
160 |
C |
p. 402-410
|
artikel
|
| 25 |
Reliability assessment of EC3-1-5 methodology of welded slender cross-sections under direct stresses
|
Martins, J.P.
|
|
|
160 |
C |
p. 301-319
|
artikel
|
| 26 |
Representative strain-based fatigue and fracture evaluation of I-shaped steel bracing members using the fiber model
|
Zeng, Lijing
|
|
|
160 |
C |
p. 476-489
|
artikel
|
| 27 |
Research on preload of bolted joints tightening sequence-related relaxation considering elastic interaction between bolts
|
Li, Ying
|
|
|
160 |
C |
p. 45-53
|
artikel
|
| 28 |
Research on the constitutive model of cold-formed thick-walled steel under cyclic loading
|
Chen, Zhihua
|
|
|
160 |
C |
p. 457-475
|
artikel
|
| 29 |
Resistance of steel and composite connections under combined axial force and bending including group effects: Analytical procedures and comparison with laboratory tests
|
Demonceau, Jean-François
|
|
|
160 |
C |
p. 320-331
|
artikel
|
| 30 |
Sectional strength design of concrete-infilled double steel corrugated-plate walls with T-section
|
Wang, Meng-Zheng
|
|
|
160 |
C |
p. 23-44
|
artikel
|
| 31 |
Seismic behavior of double-skin composite wall with L-shaped and C-shaped connectors
|
Chen, Lihua
|
|
|
160 |
C |
p. 255-270
|
artikel
|
| 32 |
Seismic performance of discontinuous cover-plate connection for prefabricated steel plate shear wall
|
Zhang, Xun
|
|
|
160 |
C |
p. 374-386
|
artikel
|
| 33 |
Stability analysis and performance comparison of large-scale hyperbolic steel cooling towers with different latticed shell systems
|
Ma, Huihuan
|
|
|
160 |
C |
p. 559-578
|
artikel
|
| 34 |
Stress concentration factor parametric formulae for concrete-filled rectangular hollow section K-joints with perfobond ribs
|
Jiang, Lei
|
|
|
160 |
C |
p. 579-597
|
artikel
|
| 35 |
Structural Design of Cold-formed Steel face-to-face Connected Built-up beams using Direct Strength Method
|
Selvaraj, Sivaganesh
|
|
|
160 |
C |
p. 613-628
|
artikel
|
| 36 |
Study of an innovative graded yield metal damper
|
Chen, Yun
|
|
|
160 |
C |
p. 240-254
|
artikel
|
| 37 |
The bearing performance of the bolt-sphere joints with stochastic pitting corrosion damage
|
Yuan, Hao
|
|
|
160 |
C |
p. 359-373
|
artikel
|
| 38 |
The continuous strength method for the design of high strength steel tubular sections in bending
|
Lan, Xiaoyi
|
|
|
160 |
C |
p. 499-509
|
artikel
|
| 39 |
Theoretical approach to the moment capacities of beam-beam splice connection for SHTS
|
Kollipara, V. Ramana
|
|
|
160 |
C |
p. 332-339
|
artikel
|
| 40 |
Thermal creep behavior of shear tabs in fire using modified burgers model
|
Jabotian, Hagop V.
|
|
|
160 |
C |
p. 528-539
|
artikel
|
| 41 |
Thermomechanical parametric studies on residual stresses in S355 and S690 welded H-sections
|
Liu, Xiao
|
|
|
160 |
C |
p. 387-401
|
artikel
|
| 42 |
Thread effects on the stiffness of bolted shear connections
|
Ahmed, Aziz
|
|
|
160 |
C |
p. 77-88
|
artikel
|
| 43 |
Truss spacing on innovative composite walls under compression
|
Qin, Ying
|
|
|
160 |
C |
p. 1-15
|
artikel
|
| 44 |
Ultimate torsional capacity of steel tube confined reinforced concrete columns
|
Nie, Xin
|
|
|
160 |
C |
p. 207-222
|
artikel
|
| 45 |
Weak axis response of steel I-sections subjected to close-in detonations
|
Grisaro, Hezi Y.
|
|
|
160 |
C |
p. 189-206
|
artikel
|
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