| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An approach for evaluating the residual strength of fire exposed bridge girders
|
Aziz, Esam
|
|
2013
|
88 |
C |
p. 34-42
9 p.
|
artikel
|
| 2 |
An assessment of the current Eurocode 1 design methods for building structure steel columns under vehicle impact
|
Al-Thairy, Haitham
|
|
2013
|
88 |
C |
p. 164-171
8 p.
|
artikel
|
| 3 |
Bolted shear connectors vs. headed studs behaviour in push-out tests
|
Pavlović, Marko
|
|
2013
|
88 |
C |
p. 134-149
16 p.
|
artikel
|
| 4 |
Design of planar semi-rigid steel frames using genetic algorithms and Component Method
|
Sánchez-Olivares, Gregorio
|
|
2013
|
88 |
C |
p. 267-278
12 p.
|
artikel
|
| 5 |
Detailing of I-beam-to-CHS column joints with external diaphragm plates for seismic actions
|
Bagheri Sabbagh, Alireza
|
|
2013
|
88 |
C |
p. 21-33
13 p.
|
artikel
|
| 6 |
Development of improved fire design rules for cold-formed steel wall systems
|
Gunalan, Shanmuganathan
|
|
2013
|
88 |
C |
p. 339-362
24 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2013
|
88 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Experimental investigation of beam-to-tubular column moment connections under column removal scenario
|
Li, Ling
|
|
2013
|
88 |
C |
p. 244-255
12 p.
|
artikel
|
| 9 |
Experimental investigation of the overall buckling behaviour of 960MPa high strength steel columns
|
Ban, Huiyong
|
|
2013
|
88 |
C |
p. 256-266
11 p.
|
artikel
|
| 10 |
Experimental load-carrying capacity evaluation of thermal prestressed H beam with steel brackets
|
Kim, Sang-Hyo
|
|
2013
|
88 |
C |
p. 309-320
12 p.
|
artikel
|
| 11 |
Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls
|
Nie, Jian-Guo
|
|
2013
|
88 |
C |
p. 206-219
14 p.
|
artikel
|
| 12 |
Experimental study on steel beam–columns composed of slender H-sections under cyclic bending
|
Cheng, Xin
|
|
2013
|
88 |
C |
p. 279-288
10 p.
|
artikel
|
| 13 |
Experiments on cylindrical shells under pure bending and external pressure
|
Ghanbari Ghazijahani, Tohid
|
|
2013
|
88 |
C |
p. 109-122
14 p.
|
artikel
|
| 14 |
Influence of masonry infill on the seismic performance of concentrically braced frames
|
Jazany, Roohollah Ahmady
|
|
2013
|
88 |
C |
p. 150-163
14 p.
|
artikel
|
| 15 |
Lateral torsional buckling of steel W-beams subjected to localized fires
|
Zhang, Chao
|
|
2013
|
88 |
C |
p. 330-338
9 p.
|
artikel
|
| 16 |
Long-term behaviour of simply-supported post-tensioned composite slabs
|
Ranzi, Gianluca
|
|
2013
|
88 |
C |
p. 172-180
9 p.
|
artikel
|
| 17 |
Minimum column-to-beam strength ratios for beam–hinge mechanisms based on multi-objective seismic design
|
Choi, Se Woon
|
|
2013
|
88 |
C |
p. 53-62
10 p.
|
artikel
|
| 18 |
Moment–shear interaction of stiffened plate girders — Numerical study and reliability analysis
|
Sinur, Franc
|
|
2013
|
88 |
C |
p. 231-243
13 p.
|
artikel
|
| 19 |
Out-of-plane strength design of spatially trussed arches with a rectangular lattice section
|
Guo, Yan-Lin
|
|
2013
|
88 |
C |
p. 321-329
9 p.
|
artikel
|
| 20 |
Performance of built-up T-stubs for Double T moment connections
|
Herrera, Ricardo A.
|
|
2013
|
88 |
C |
p. 289-295
7 p.
|
artikel
|
| 21 |
Practical moment–rotation relations of steel shear tab connections
|
Wen, Rou
|
|
2013
|
88 |
C |
p. 296-308
13 p.
|
artikel
|
| 22 |
Probabilistic assessment of connections for steel buildings on seismic zones
|
De León, David
|
|
2013
|
88 |
C |
p. 15-20
6 p.
|
artikel
|
| 23 |
Pseudo-dynamic testing of hybrid frame with steel beams bolted to CFT columns
|
He, W.H.
|
|
2013
|
88 |
C |
p. 123-133
11 p.
|
artikel
|
| 24 |
Push-out tests and analytical study of shear transfer mechanisms in composite shallow cellular floor beams
|
Huo, Bing Y.
|
|
2013
|
88 |
C |
p. 191-205
15 p.
|
artikel
|
| 25 |
Rotational capacity and optimum bracing point of high strength steel I-girders
|
Joo, Hyun Sung
|
|
2013
|
88 |
C |
p. 79-89
11 p.
|
artikel
|
| 26 |
Stability of lamella cylinder cable-braced grid shells
|
Ruo-qiang, Feng
|
|
2013
|
88 |
C |
p. 220-230
11 p.
|
artikel
|
| 27 |
Static strength of axially loaded EHS X-joints with braces welded to the narrow sides of the chord
|
Shen, W.
|
|
2013
|
88 |
C |
p. 181-190
10 p.
|
artikel
|
| 28 |
Strength criteria for bolted connections at elevated temperature
|
Yang, Kuo-Chen
|
|
2013
|
88 |
C |
p. 43-52
10 p.
|
artikel
|
| 29 |
Stress–strain relationship of concrete confined by rectangular steel tubes with binding bars
|
Long, Yue-Ling
|
|
2013
|
88 |
C |
p. 1-14
14 p.
|
artikel
|
| 30 |
Study of the properties of a multi-dimensional earthquake isolation device for reticulated structures
|
Xu, Zhao-Dong
|
|
2013
|
88 |
C |
p. 63-78
16 p.
|
artikel
|
| 31 |
WUF-W connection performance to box column subjected to uniaxial and biaxial loading
|
Saneei Nia, Z.
|
|
2013
|
88 |
C |
p. 90-108
19 p.
|
artikel
|
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