| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An empirical component-based model for high-strength bolts at elevated temperatures
|
Weigand, Jonathan M.
|
|
|
147 |
C |
p. 87-102
|
artikel
|
| 2 |
Applicability of North American standards for lateral torsional buckling of welded I-beams
|
Kabir, Md. Imran
|
|
|
147 |
C |
p. 16-26
|
artikel
|
| 3 |
Bearing strength at bolt holes in connections with large end distance and bolt pitch
|
Može, Primož
|
|
|
147 |
C |
p. 132-144
|
artikel
|
| 4 |
Behaviour and analysis of concrete-filled rectangular hollow sections subject to blast loading
|
Ritchie, Cameron B.
|
|
|
147 |
C |
p. 340-359
|
artikel
|
| 5 |
Composite dowels as shear connectors for composite beams – Background to the design concept for static loading
|
Kopp, Maik
|
|
|
147 |
C |
p. 488-503
|
artikel
|
| 6 |
Design of the distortional buckling capacity of stainless steel lipped C-section columns
|
Chen, Meihe
|
|
|
147 |
C |
p. 116-131
|
artikel
|
| 7 |
Design resistance evaluation for steel and steel-concrete composite members
|
Kang, Won-Hee
|
|
|
147 |
C |
p. 523-548
|
artikel
|
| 8 |
Development of a new partially restrained energy dissipater: Experimental and numerical analyses
|
Liu, Ye
|
|
|
147 |
C |
p. 367-379
|
artikel
|
| 9 |
Discussion on “Experimental seismic behavior of innovative composite shear walls” by Xiaomeng Zhang, Ying Qin and Zhihua Chen [J Constr Steel Res 2016; 116(1): 218–232] and “Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading” by Xiaomeng Zhang, Ying Qin, Zhihua Chen and Li Jie [J Constr Steel Res 2016; 120(4): 143–159]
|
Han, Wenlong
|
|
|
147 |
C |
p. 187-190
|
artikel
|
| 10 |
Distortion analysis of non-prismatic composite box girders with corrugated steel webs
|
Li, Lifeng
|
|
|
147 |
C |
p. 74-86
|
artikel
|
| 11 |
Editorial Board
|
|
|
|
147 |
C |
p. ii
|
artikel
|
| 12 |
Experimental buckling behaviour of web tapered I-section steel columns
|
Tankova, Trayana
|
|
|
147 |
C |
p. 293-312
|
artikel
|
| 13 |
Experimental investigation of bolted link-to-column connections in eccentrically braced frames
|
Mohammadrezapour, E.
|
|
|
147 |
C |
p. 236-246
|
artikel
|
| 14 |
Experimental investigation of cold-formed steel built-up closed section columns with web stiffeners
|
Zhang, Jia-Hui
|
|
|
147 |
C |
p. 380-392
|
artikel
|
| 15 |
Experimental investigation on octagonal concrete filled steel stub columns under uniaxial compression
|
Zhu, Jiong-Yi
|
|
|
147 |
C |
p. 457-467
|
artikel
|
| 16 |
Experimental study on progressive collapse resistance of steel frames under a sudden column removal scenario
|
Li, Guo-Qiang
|
|
|
147 |
C |
p. 1-15
|
artikel
|
| 17 |
Experimental study on the hysteretic behavior of steel plate shear wall with unequal length slits
|
Lu, Jinyu
|
|
|
147 |
C |
p. 477-487
|
artikel
|
| 18 |
Fatigue in jointless bridge H-piles under axial load and thermal movements
|
Karalar, Memduh
|
|
|
147 |
C |
p. 504-522
|
artikel
|
| 19 |
Feasibility of the evaluation of the deformation capacity of the shear panel damper by FEM
|
Zhang, Chaofeng
|
|
|
147 |
C |
p. 433-443
|
artikel
|
| 20 |
Field measurement and practical design of a lightweight composite bridge deck
|
Pei, Bida
|
|
|
147 |
C |
p. 564-574
|
artikel
|
| 21 |
Fire resistance of circular concrete-filled steel tubular (CFST) column protected by intumescent coating
|
Song, Qian-Yi
|
|
|
147 |
C |
p. 154-170
|
artikel
|
| 22 |
Influence of assumed geometric and material imperfections on the numerically determined ultimate resistance of hot-rolled U-shaped steel members
|
Beyer, André
|
|
|
147 |
C |
p. 103-115
|
artikel
|
| 23 |
Lateral behaviour of hybrid cold-formed and hot-rolled steel wall systems: Experimental investigation
|
Mortazavi, Mina
|
|
|
147 |
C |
p. 422-432
|
artikel
|
| 24 |
Modal strength reduction factors for seismic design of plane steel braced frames
|
Kalapodis, Nicos A.
|
|
|
147 |
C |
p. 549-563
|
artikel
|
| 25 |
Nonlinear behaviour of back-to-back gapped built-up cold-formed steel channel sections under compression
|
Roy, Krishanu
|
|
|
147 |
C |
p. 257-276
|
artikel
|
| 26 |
Numerical study of rigid steel beam-column joints under impact loading
|
Yang, Bo
|
|
|
147 |
C |
p. 62-73
|
artikel
|
| 27 |
Optimizing the coupling ratio of seismic resistant HCW systems with shear links
|
Das, Rajarshi
|
|
|
147 |
C |
p. 393-407
|
artikel
|
| 28 |
Probabilistic damage assessment of concentrically braced frames with built up braces
|
Naderpour, M. Nader
|
|
|
147 |
C |
p. 191-202
|
artikel
|
| 29 |
Research on changes in properties of steel from the old road bridge
|
Wysokowski, Adam
|
|
|
147 |
C |
p. 360-366
|
artikel
|
| 30 |
Research on special-shaped concrete-filled steel tubular columns under axial compression
|
Liu, Xianggang
|
|
|
147 |
C |
p. 203-223
|
artikel
|
| 31 |
Seismic analysis and evaluation of SPSW structural systems by the ET method
|
Bai, Jiulin
|
|
|
147 |
C |
p. 444-456
|
artikel
|
| 32 |
Seismic performance of steel X-knee-braced frames equipped with shape memory alloy bars
|
Mahmoudi, M.
|
|
|
147 |
C |
p. 171-186
|
artikel
|
| 33 |
Shape effect on axially loaded high strength CFST stub columns
|
Ibañez, Carmen
|
|
|
147 |
C |
p. 247-256
|
artikel
|
| 34 |
Simplified direct loss measure for seismic isolated steel moment-resisting structures
|
Parvini Sani, Hossein
|
|
|
147 |
C |
p. 313-323
|
artikel
|
| 35 |
Stability of a pretensioned latticed three-dimensional arch structure with cross cable-strut arrangement
|
He, Yongjun
|
|
|
147 |
C |
p. 43-52
|
artikel
|
| 36 |
Steel 51CrV4 under high temperatures, short-time creep and high cycle fatigue
|
Brnic, Josip
|
|
|
147 |
C |
p. 468-476
|
artikel
|
| 37 |
Steel moment resisting frames with both joint and beam dissipation zones
|
Lemonis, M.E.
|
|
|
147 |
C |
p. 224-235
|
artikel
|
| 38 |
Storey-based stability of unbraced structural steel frames subjected to variable fire loading
|
Xu, Lei
|
|
|
147 |
C |
p. 145-153
|
artikel
|
| 39 |
Strain rate effects on dynamic strength of high temperature-damaged RPC-FST
|
Chen, Wanxiang
|
|
|
147 |
C |
p. 324-339
|
artikel
|
| 40 |
Structural behavior of cold-formed thick-walled rectangular steel columns
|
Liu, Ziao
|
|
|
147 |
C |
p. 277-292
|
artikel
|
| 41 |
Structural performance of cold-formed steel trusses used in electric power substations
|
Zeynalian, Mehran
|
|
|
147 |
C |
p. 53-61
|
artikel
|
| 42 |
Tests on residual ultimate bearing capacity of square CFST columns after impact
|
Zhang, Xiaoyong
|
|
|
147 |
C |
p. 27-42
|
artikel
|
| 43 |
Ultimate capacity of I-sections under combined loading – Part 1: Experiments and FE model validation
|
Yun, X.
|
|
|
147 |
C |
p. 408-421
|
artikel
|
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