| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical deformation characteristics and shear capacity of SRC-RC transfer columns
|
Huang, Wei
|
|
2017
|
138 |
C |
p. 692-700
|
artikel
|
| 2 |
An analytical model for estimating restrainer design forces in bolted buckling-restrained braces
|
Dehghani, M.
|
|
2017
|
138 |
C |
p. 608-620
|
artikel
|
| 3 |
An efficient coupled numerical method for reliability-based design optimization of steel frames
|
Le, Linh A.
|
|
2017
|
138 |
C |
p. 389-400
|
artikel
|
| 4 |
A preventive strengthening method for steel columns: Experimental study and numerical analyses
|
Lin, Weiwei
|
|
2017
|
138 |
C |
p. 357-368
|
artikel
|
| 5 |
A simplified method to determine shear stiffness of thin walled cold formed steel storage rack frames
|
Far, Harry
|
|
2017
|
138 |
C |
p. 799-805
|
artikel
|
| 6 |
Automated model updating of multiple cracked cantilever beams for damage detection
|
Altunışık, Ahmet Can
|
|
2017
|
138 |
C |
p. 499-512
|
artikel
|
| 7 |
Behaviour and design of demountable CFST column-column connections under tension
|
Li, Dongxu
|
|
2017
|
138 |
C |
p. 761-773
|
artikel
|
| 8 |
Behaviour factor (q) evaluation the CFS braced structures according to FEMA P695
|
Fiorino, Luigi
|
|
2017
|
138 |
C |
p. 324-339
|
artikel
|
| 9 |
Behaviour of shear tab connections in column removal scenario
|
Daneshvar, Hossein
|
|
2017
|
138 |
C |
p. 580-593
|
artikel
|
| 10 |
Behaviour of steel tubular members infilled with ultra high strength concrete
|
Xiong, Ming-Xiang
|
|
2017
|
138 |
C |
p. 168-183
|
artikel
|
| 11 |
Bond characteristics of CFRP-to-steel joints
|
Yang, Yongming
|
|
2017
|
138 |
C |
p. 401-419
|
artikel
|
| 12 |
Buckling mechanism and global stability design method of buckling-restrained braces
|
Wu, Bin
|
|
2017
|
138 |
C |
p. 473-487
|
artikel
|
| 13 |
Composite connections between CLT slab and steel beam: Experiments and empirical models
|
Hassanieh, A.
|
|
2017
|
138 |
C |
p. 823-836
|
artikel
|
| 14 |
Concrete-encased CFST columns under combined compression and torsion: Experimental investigation
|
Ren, Qing-Xin
|
|
2017
|
138 |
C |
p. 729-741
|
artikel
|
| 15 |
Cyclic tests on corrugated steel plate shear walls with openings in modularized-constructions
|
Ding, Yang
|
|
2017
|
138 |
C |
p. 675-691
|
artikel
|
| 16 |
Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures
|
Wieghaus, Kyle T.
|
|
2017
|
138 |
C |
p. 298-307
|
artikel
|
| 17 |
Development of a self-centering buckling restrained brace using cross-anchored pre-stressed steel strands
|
Wang, Haishen
|
|
2017
|
138 |
C |
p. 621-632
|
artikel
|
| 18 |
Disproportionate collapse of 3D steel-framed structures exposed to various compartment fires
|
Jiang, Jian
|
|
2017
|
138 |
C |
p. 594-607
|
artikel
|
| 19 |
Double reduced beam section connection
|
Morshedi, Mohamad A.
|
|
2017
|
138 |
C |
p. 283-297
|
artikel
|
| 20 |
Ductile cracking simulation of uncracked high strength steel using an energy approach
|
Xiang, Ping
|
|
2017
|
138 |
C |
p. 117-130
|
artikel
|
| 21 |
Editorial Board
|
|
|
2017
|
138 |
C |
p. IFC
|
artikel
|
| 22 |
Effect of boundary conditions on the behaviour of composite frames against progressive collapse
|
Kang, Shao-Bo
|
|
2017
|
138 |
C |
p. 150-167
|
artikel
|
| 23 |
Effects of load-related parameters on the response of concrete-filled double-skin steel tube columns subjected to lateral impact
|
Aghdamy, S.
|
|
2017
|
138 |
C |
p. 642-662
|
artikel
|
| 24 |
Experimental and numerical investigations of seismic performance of hybrid joints with bolted connections
|
Pan, Zhihong
|
|
2017
|
138 |
C |
p. 867-876
|
artikel
|
| 25 |
Experimental and theoretical analysis of shear bolted connections for tubular structures
|
D'Antimo, M.
|
|
2017
|
138 |
C |
p. 264-282
|
artikel
|
| 26 |
Experimental investigation into high strength Q690 steel welded H-sections under combined compression and bending
|
Ma, Tian-Yu
|
|
2017
|
138 |
C |
p. 449-462
|
artikel
|
| 27 |
Experimental investigation of CFRP-strengthened steel beams with web openings
|
Altaee, Mohammed J.
|
|
2017
|
138 |
C |
p. 750-760
|
artikel
|
| 28 |
Experimental performance of double built-up T moment connections under cyclic loading
|
Herrera, Ricardo
|
|
2017
|
138 |
C |
p. 742-749
|
artikel
|
| 29 |
FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads
|
Quan, Chunyan
|
|
2017
|
138 |
C |
p. 221-234
|
artikel
|
| 30 |
Fillet weld effective lengths in CHS X-connections. I: Experimentation
|
Tousignant, Kyle
|
|
2017
|
138 |
C |
p. 420-431
|
artikel
|
| 31 |
Folded assembly methods for thin-walled steel structures
|
Shi, Quan
|
|
2017
|
138 |
C |
p. 235-245
|
artikel
|
| 32 |
Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns
|
Arrayago, I.
|
|
2017
|
138 |
C |
p. 246-263
|
artikel
|
| 33 |
High-cycle fatigue performance of high-mast illumination pole bases with pre-existing cracks
|
Zhou, Yihui
|
|
2017
|
138 |
C |
p. 463-472
|
artikel
|
| 34 |
Hybrid RC-steel members under bending and shear: Experimental investigation and design model
|
Nguyen, Quang-Huy
|
|
2017
|
138 |
C |
p. 837-850
|
artikel
|
| 35 |
Lateral loading tests of built-up battened columns with semi-continuous base-plate connections
|
Della Corte, G.
|
|
2017
|
138 |
C |
p. 783-798
|
artikel
|
| 36 |
Mechanical behaviors of the Assembled Hub (AH) joints subjected to bending moment
|
Han, Qinghua
|
|
2017
|
138 |
C |
p. 806-822
|
artikel
|
| 37 |
Mechanism study on the low cycle fatigue behavior of group studs shear connectors in steel-concrete composite bridges
|
Xu, Chen
|
|
2017
|
138 |
C |
p. 196-207
|
artikel
|
| 38 |
Modeling of high-strength composite special moment frames (C-SMFs) for seismic analysis
|
Lai, Zhichao
|
|
2017
|
138 |
C |
p. 526-537
|
artikel
|
| 39 |
Modification of dynamic increase factor to assess progressive collapse potential of structures
|
Mashhadi, Javad
|
|
2017
|
138 |
C |
p. 72-78
|
artikel
|
| 40 |
Numerical study on masonry-infilled steel frames under vertical and cyclic horizontal loads
|
Eladly, Mohammed M.
|
|
2017
|
138 |
C |
p. 308-323
|
artikel
|
| 41 |
Post-earthquake fire resistance of steel buildings
|
Jelinek, T.
|
|
2017
|
138 |
C |
p. 774-782
|
artikel
|
| 42 |
Post-fire residual slip resistance and shear capacity of high-strength bolted connection
|
Liu, Hongbo
|
|
2017
|
138 |
C |
p. 65-71
|
artikel
|
| 43 |
Probabilistic ultimate buckling strength of stiffened plates, considering thick and high-performance steel
|
Rahman, Mahmudur
|
|
2017
|
138 |
C |
p. 184-195
|
artikel
|
| 44 |
Residual stresses formation in multi-pass weldment: A numerical and experimental study
|
Genchev, Gancho
|
|
2017
|
138 |
C |
p. 633-641
|
artikel
|
| 45 |
Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2)
|
Costanzo, Silvia
|
|
2017
|
138 |
C |
p. 17-37
|
artikel
|
| 46 |
Seismic performance of H-section beam to HSS column connection in prefabricated structures
|
Liu, X.C.
|
|
2017
|
138 |
C |
p. 1-16
|
artikel
|
| 47 |
Seismic risk assessment of cold-formed steel shear wall systems
|
Kechidi, Smail
|
|
2017
|
138 |
C |
p. 565-579
|
artikel
|
| 48 |
Shake table assessment of gusset plate connection behaviour in concentrically braced frames
|
Salawdeh, Suhaib
|
|
2017
|
138 |
C |
p. 432-448
|
artikel
|
| 49 |
Shear strength of tapered end web panels
|
Serror, Mohammed H.
|
|
2017
|
138 |
C |
p. 513-525
|
artikel
|
| 50 |
Simplified building models as advanced seismic screening tools for steel industrial buildings
|
Belleri, Andrea
|
|
2017
|
138 |
C |
p. 51-64
|
artikel
|
| 51 |
Simplified numerical model for global stability of corrugated silos with vertical stiffeners
|
Iwicki, P.
|
|
2017
|
138 |
C |
p. 93-116
|
artikel
|
| 52 |
Simulations on progressive collapse resistance of steel moment frames under localized fire
|
Jiang, Binhui
|
|
2017
|
138 |
C |
p. 380-388
|
artikel
|
| 53 |
Span length effect on alternate load path capacity of welded unreinforced flange-bolted web connections
|
Hashemi Rezvani, Farshad
|
|
2017
|
138 |
C |
p. 714-728
|
artikel
|
| 54 |
Static and seismic behaviours of innovative hybrid steel reinforced concrete bridge
|
Elmy, Mohammad Hamid
|
|
2017
|
138 |
C |
p. 701-713
|
artikel
|
| 55 |
Static strength of high strength steel CHS X-joints under axial compression
|
Lan, Xiaoyi
|
|
2017
|
138 |
C |
p. 369-379
|
artikel
|
| 56 |
Stiffness-based approach for Belleville springs use in friction sliding structural connections
|
Ramhormozian, Shahab
|
|
2017
|
138 |
C |
p. 340-356
|
artikel
|
| 57 |
Strength and behaviour of reinforced double-coped beams against local web buckling
|
Lam, Angus C.C.
|
|
2017
|
138 |
C |
p. 38-50
|
artikel
|
| 58 |
Structural behaviors of deficient steel CHS short columns strengthened using CFRP
|
Karimian, Masoumeh
|
|
2017
|
138 |
C |
p. 555-564
|
artikel
|
| 59 |
Tensile resistances of L-stubs
|
Couchaux, Maël
|
|
2017
|
138 |
C |
p. 131-149
|
artikel
|
| 60 |
The development of the buckling restrained braces with new end restrains
|
Ozcelik, Ramazan
|
|
2017
|
138 |
C |
p. 208-220
|
artikel
|
| 61 |
The two-way flexural performance of the PSSDB floor system with infill material
|
Al-Shaikhli, Marwan Samir
|
|
2017
|
138 |
C |
p. 79-92
|
artikel
|
| 62 |
ULCF assessment of X52 piping steel by means of cyclic bending tests
|
Pereira, J.C.R.
|
|
2017
|
138 |
C |
p. 663-674
|
artikel
|
| 63 |
Utilizing artificial neural networks for stress concentration factor calculation in butt welds
|
Dabiri, M.
|
|
2017
|
138 |
C |
p. 488-498
|
artikel
|
| 64 |
Valencia bridge fire tests: Experimental study of a composite bridge under fire
|
Alos-Moya, Jose
|
|
2017
|
138 |
C |
p. 538-554
|
artikel
|
| 65 |
Web crippling experiments of high strength lipped channel beams under one-flange loading
|
Sundararajah, Lavan
|
|
2017
|
138 |
C |
p. 851-866
|
artikel
|
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