| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis on hysteretic behavior of composite frames with concrete-encased CFST columns
|
Wang, Kun
|
|
2017
|
135 |
C |
p. 176-186
11 p.
|
artikel
|
| 2 |
An Overall Interaction Concept for an alternative approach to steel members design
|
Boissonnade, Nicolas
|
|
2017
|
135 |
C |
p. 199-212
14 p.
|
artikel
|
| 3 |
Bearing capacity of the cast-steel joint with branches under eccentric load
|
Du, Wenfeng
|
|
2017
|
135 |
C |
p. 285-291
7 p.
|
artikel
|
| 4 |
Behaviour of CFDST chord to CHS brace composite K-joints: Experiments
|
Hou, Chao
|
|
2017
|
135 |
C |
p. 97-109
13 p.
|
artikel
|
| 5 |
Editorial Board
|
|
|
2017
|
135 |
C |
p. IFC-
1 p.
|
artikel
|
| 6 |
Elastic stability of U-shaped members in bending considering pre-buckling displacements
|
Beyer, André
|
|
2017
|
135 |
C |
p. 230-241
12 p.
|
artikel
|
| 7 |
Equivalent concrete thickness for perforation of mild steel plates
|
Abdel-Kader, Mohamed
|
|
2017
|
135 |
C |
p. 213-229
17 p.
|
artikel
|
| 8 |
Eurocode conforming design of BRBF – Part II: Design procedure evaluation
|
Zsarnóczay, Ádám
|
|
2017
|
135 |
C |
p. 253-264
12 p.
|
artikel
|
| 9 |
Eurocode conforming design of BRBF – Part I: Proposal for codification
|
Vigh, László Gergely
|
|
2017
|
135 |
C |
p. 265-276
12 p.
|
artikel
|
| 10 |
Evaluation of ductility limits for structural steel design
|
Hradil, Petr
|
|
2017
|
135 |
C |
p. 1-10
10 p.
|
artikel
|
| 11 |
Evaluation of the rotation capacity limits of steel members defined in EC8-3
|
Araújo, Miguel
|
|
2017
|
135 |
C |
p. 11-29
19 p.
|
artikel
|
| 12 |
Exact solutions and experimental research for continuous triple- equal-span fully profiled sandwich panels
|
Moutaftsis, Dimitrios
|
|
2017
|
135 |
C |
p. 187-198
12 p.
|
artikel
|
| 13 |
Experimental study of cross stiffened steel plate shear wall with semi-rigid connected frame
|
Guo, HongChao
|
|
2017
|
135 |
C |
p. 69-82
14 p.
|
artikel
|
| 14 |
Influence of local corrosion on behavior of steel I-beams subjected to end patch loading: Experiments
|
Wu, Bo
|
|
2017
|
135 |
C |
p. 150-161
12 p.
|
artikel
|
| 15 |
Numerical simulations on three-dimensional composite structural systems against progressive collapse
|
Fu, Qiu Ni
|
|
2017
|
135 |
C |
p. 125-136
12 p.
|
artikel
|
| 16 |
Optimal design of steel structures considering welding cost and constructability of beam-column connections
|
Jin, Sang-Wook
|
|
2017
|
135 |
C |
p. 292-301
10 p.
|
artikel
|
| 17 |
Performance of different stiffness connections against progressive collapse
|
Zhong, Weihui
|
|
2017
|
135 |
C |
p. 162-175
14 p.
|
artikel
|
| 18 |
Seismic design criteria for Chevron CBFs: European vs North American codes (Part-1)
|
Costanzo, Silvia
|
|
2017
|
135 |
C |
p. 83-96
14 p.
|
artikel
|
| 19 |
Seismic evaluation of a steel braced frame using NBCC and ASCE 41
|
Balazadeh-Minouei, Yasaman
|
|
2017
|
135 |
C |
p. 110-124
15 p.
|
artikel
|
| 20 |
Simplified design procedure for controlled spine frames with energy-dissipating members
|
Chen, X.
|
|
2017
|
135 |
C |
p. 242-252
11 p.
|
artikel
|
| 21 |
Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins
|
Farmani, Mohammad Amin
|
|
2017
|
135 |
C |
p. 30-48
19 p.
|
artikel
|
| 22 |
Theoretical and experimental investigation of core-separated buckling-restrained braces
|
Guo, Yan-Lin
|
|
2017
|
135 |
C |
p. 137-149
13 p.
|
artikel
|
| 23 |
Theoretical and finite element analysis of the two-way PSSDB floor system
|
Al-Shaikhli, Marwan Samir
|
|
2017
|
135 |
C |
p. 49-55
7 p.
|
artikel
|
| 24 |
The seismic performance of K-braced cold-formed steel shear panels with improved connections
|
Pourabdollah, Omid
|
|
2017
|
135 |
C |
p. 56-68
13 p.
|
artikel
|
| 25 |
Ultra-low cycle fatigue performance evaluation of the miniaturized low yield strength steel shear panel damper
|
Zhang, Chaofeng
|
|
2017
|
135 |
C |
p. 277-284
8 p.
|
artikel
|
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