| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An evaluation of modelling approaches and column removal time on progressive collapse of building
|
Stephen, David
|
|
2019
|
153 |
C |
p. 243-253
|
artikel
|
| 2 |
A new method for progressive collapse analysis of steel frames
|
Lin, Shu-Chao
|
|
2019
|
153 |
C |
p. 71-84
|
artikel
|
| 3 |
Axial compression performance of composite short columns composed of RAC-filled square steel tube and profile steel
|
Ma, Hui
|
|
2019
|
153 |
C |
p. 416-430
|
artikel
|
| 4 |
Axial compressive behavior of reactive powder concrete-filled circular steel tube stub columns
|
Wang, Qiuwei
|
|
2019
|
153 |
C |
p. 42-54
|
artikel
|
| 5 |
Behaviour and strength of bolted connections failing in shear
|
Elliott, Matthew D.
|
|
2019
|
153 |
C |
p. 320-329
|
artikel
|
| 6 |
Comparing fire behaviour of restrained hollow stainless steel with carbon steel columns
|
Rodrigues, João Paulo C.
|
|
2019
|
153 |
C |
p. 449-458
|
artikel
|
| 7 |
Cyclic behaviors of steel plate shear wall with self-centering energy dissipation braces
|
Xu, Longhe
|
|
2019
|
153 |
C |
p. 19-30
|
artikel
|
| 8 |
Design of multiple cross-arm PCS-BRBs considering asymmetric imperfection and initial pre-tensioning force
|
Zhou, Peng
|
|
2019
|
153 |
C |
p. 431-448
|
artikel
|
| 9 |
Ductile behavior of existing internal end diaphragms in steel tub girder bridges
|
Dolati, Abouzar
|
|
2019
|
153 |
C |
p. 356-371
|
artikel
|
| 10 |
Editorial Board
|
|
|
2019
|
153 |
C |
p. ii
|
artikel
|
| 11 |
Effects of different steel-concrete composite slabs on rigid steel beam-column connection under a column removal scenario
|
Wang, Junjie
|
|
2019
|
153 |
C |
p. 55-70
|
artikel
|
| 12 |
Effects of heat-treatment and hot-dip galvanizing on mechanical properties of RHS
|
Sun, Min
|
|
2019
|
153 |
C |
p. 603-617
|
artikel
|
| 13 |
Efficient computational approach for fatigue assessment of riveted connections
|
Cláudio S., Horas
|
|
2019
|
153 |
C |
p. 1-18
|
artikel
|
| 14 |
Evaluation of axial strength in circular STCC columns using UHPC and UHPFRC
|
Le Hoang, An
|
|
2019
|
153 |
C |
p. 533-549
|
artikel
|
| 15 |
Evaluation of the bolt and weld eccentricities of conventional single-plate shear connections
|
Hedayat, Amir Ahmad
|
|
2019
|
153 |
C |
p. 254-274
|
artikel
|
| 16 |
Experimental and numerical behaviour of blind bolted flush endplate composite connections
|
Waqas, Rumman
|
|
2019
|
153 |
C |
p. 179-195
|
artikel
|
| 17 |
Experimental and numerical study of double-through plate connections to CFST column
|
Jiang, Junming
|
|
2019
|
153 |
C |
p. 385-394
|
artikel
|
| 18 |
Experimental investigation on seismic behavior of square CFT columns with different shear stud layout
|
Wang, Bin
|
|
2019
|
153 |
C |
p. 130-138
|
artikel
|
| 19 |
Experimental study of rigid connection of drilled beam to CFT column with external stiffeners
|
Fanaie, Nader
|
|
2019
|
153 |
C |
p. 209-221
|
artikel
|
| 20 |
Experimental study on the behavior of mismatched butt welded joints of high strength steel
|
Ran, Ming-Ming
|
|
2019
|
153 |
C |
p. 196-208
|
artikel
|
| 21 |
Fatigue life evaluation of welded joints in steel bridge considering residual stress
|
Cui, Chuang
|
|
2019
|
153 |
C |
p. 509-518
|
artikel
|
| 22 |
Fracture strength of electroslag welding joint with high-performance steel
|
Iyama, Jun
|
|
2019
|
153 |
C |
p. 495-508
|
artikel
|
| 23 |
Generalised component model for structural steel joints
|
Zhu, Chen
|
|
2019
|
153 |
C |
p. 330-342
|
artikel
|
| 24 |
Improved Canadian seismic provisions for steel braced frames in heavy industrial structures
|
Brunet, Frédéric
|
|
2019
|
153 |
C |
p. 638-653
|
artikel
|
| 25 |
Improved physical theory model for strut members in long-span spatial structures
|
Chen, Zhao-Tao
|
|
2019
|
153 |
C |
p. 85-100
|
artikel
|
| 26 |
Improved softened membrane model for prestressed composite box girders with corrugated steel webs under pure torsion
|
Zhou, Cong
|
|
2019
|
153 |
C |
p. 372-384
|
artikel
|
| 27 |
Influence of mechanical and geometric uncertainty on rack connection structural response
|
Gusella, Federico
|
|
2019
|
153 |
C |
p. 343-355
|
artikel
|
| 28 |
Influence of weld details on fracture behavior of connections using high-strength steel
|
Yang, Yiting
|
|
2019
|
153 |
C |
p. 578-587
|
artikel
|
| 29 |
Initial axial stiffness of welded RHS T joints
|
Garifullin, Marsel
|
|
2019
|
153 |
C |
p. 459-472
|
artikel
|
| 30 |
Investigation of fatigue in steel sign-support structures under diurnal temperature changes
|
Arabi, Saeed
|
|
2019
|
153 |
C |
p. 286-297
|
artikel
|
| 31 |
Lateral-torsional buckling of cellular beams according to the possible updating of EC3
|
Ferreira, Felipe Piana Vendramell
|
|
2019
|
153 |
C |
p. 222-242
|
artikel
|
| 32 |
Mechanical behaviours of assembled hub joints subjected to axial loads
|
Han, Qinghua
|
|
2019
|
153 |
C |
p. 667-685
|
artikel
|
| 33 |
Mechanical properties of a hybrid cable dome under non-uniform snow distribution
|
Yan, Xiangyu
|
|
2019
|
153 |
C |
p. 519-532
|
artikel
|
| 34 |
Multiaxial ultra low cycle fatigue in welded high strength steel structural components
|
de Castro e Sousa, Albano
|
|
2019
|
153 |
C |
p. 473-482
|
artikel
|
| 35 |
Numerical analysis on the ultimate bearing resistance of single-bolt connection with high strength steels
|
Lyu, Yi-Fan
|
|
2019
|
153 |
C |
p. 118-129
|
artikel
|
| 36 |
On the stability and sensitivity of the strain-life approach using the example of mild steel
|
Niederwanger, A.
|
|
2019
|
153 |
C |
p. 483-494
|
artikel
|
| 37 |
Plastic design of moment resisting frames using mechanism control
|
Sepahvand, Mostafa Fathi
|
|
2019
|
153 |
C |
p. 275-285
|
artikel
|
| 38 |
Post-fire mechanical properties of YSt-310 cold-formed steel tubular sections
|
Singh, Tekcham Gishan
|
|
2019
|
153 |
C |
p. 654-666
|
artikel
|
| 39 |
Post-installed shear connectors: Fatigue push-out tests of coiled spring pins
|
Hällmark, Robert
|
|
2019
|
153 |
C |
p. 298-309
|
artikel
|
| 40 |
Practical seismic design procedure for steel braced frames with segmental elastic spines
|
Chen, L.
|
|
2019
|
153 |
C |
p. 395-415
|
artikel
|
| 41 |
Pushout tests on deconstructable steel-concrete shear connections in sustainable composite beams
|
Wang, Lizhong
|
|
2019
|
153 |
C |
p. 618-637
|
artikel
|
| 42 |
Seismic fatigue behavior of in-plane deformational metallic energy dissipating devices
|
Shin, Dong-Hyeon
|
|
2019
|
153 |
C |
p. 101-117
|
artikel
|
| 43 |
Seismic response evaluation and design of CTSTT shear walls with openings
|
Wang, Jingfeng
|
|
2019
|
153 |
C |
p. 550-566
|
artikel
|
| 44 |
Shear behavior of steel plate girders considering variations in geometrical properties
|
Ghadami, A.
|
|
2019
|
153 |
C |
p. 567-577
|
artikel
|
| 45 |
Shear behaviour and design of diagonally stiffened stainless steel plate girders
|
Yuan, H.X.
|
|
2019
|
153 |
C |
p. 588-602
|
artikel
|
| 46 |
Shear response of concrete filled tubes part II: Analytical study
|
Lehman, Dawn
|
|
2019
|
153 |
C |
p. 169-178
|
artikel
|
| 47 |
Stability analysis and design of double shear lap bolted connections in steel x-bracing systems
|
Davaran, Ali
|
|
2019
|
153 |
C |
p. 31-41
|
artikel
|
| 48 |
Stability of centrically loaded members with monosymmetric cross-section at various boundary conditions
|
Kováč, Michal
|
|
2019
|
153 |
C |
p. 139-152
|
artikel
|
| 49 |
Stress intensity factor for wide-flange steel member with crack surface interference
|
Lenwari, Akhrawat
|
|
2019
|
153 |
C |
p. 310-319
|
artikel
|
| 50 |
Welding effect on tensile strength of grade S690Q steel butt joint
|
Chen, Cheng
|
|
2019
|
153 |
C |
p. 153-168
|
artikel
|
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