| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of bond splitting failure of deformed bars within structural concrete
|
Ogura, Noriyuki
|
|
2008
|
30 |
2 |
p. 428-435
8 p.
|
artikel
|
| 2 |
Behavior of reinforced concrete haunched beams subjected to static shear loading
|
Tena-Colunga, Arturo
|
|
2008
|
30 |
2 |
p. 478-492
15 p.
|
artikel
|
| 3 |
Compressive resistance of hot-rolled elliptical hollow sections
|
Chan, T.M.
|
|
2008
|
30 |
2 |
p. 522-532
11 p.
|
artikel
|
| 4 |
Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending
|
Elchalakani, Mohamed
|
|
2008
|
30 |
2 |
p. 287-299
13 p.
|
artikel
|
| 5 |
Damage inspection and vulnerability analysis of existing buildings with steel moment-resisting frames
|
Li, Quanwang
|
|
2008
|
30 |
2 |
p. 338-351
14 p.
|
artikel
|
| 6 |
3D-curved beam element with varying cross-sectional area under generalized loads
|
Gimena, F.N.
|
|
2008
|
30 |
2 |
p. 404-411
8 p.
|
artikel
|
| 7 |
Detailing procedures for seismic rehabilitation of reinforced concrete members with fiber reinforced polymers
|
Tastani, S.P.
|
|
2008
|
30 |
2 |
p. 450-461
12 p.
|
artikel
|
| 8 |
Discussion of “Long-term analysis of steel–concrete composite beams: FE modeling for effective width evaluation” [Engineering Structures 2006;28:1110–21]
|
Chen, Shiming
|
|
2008
|
30 |
2 |
p. 570-572
3 p.
|
artikel
|
| 9 |
Dynamic behaviour of 3D-panel single-storey system using shaking table testing
|
Rezaifar, Omid
|
|
2008
|
30 |
2 |
p. 318-337
20 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2008
|
30 |
2 |
p. IFC-
1 p.
|
artikel
|
| 11 |
Effect of corner radius on the performance of CFRP-confined square concrete columns: Test
|
Wang, Lei-Ming
|
|
2008
|
30 |
2 |
p. 493-505
13 p.
|
artikel
|
| 12 |
Effect of lap reinforcement in link slabs of highway bridges
|
Charuchaimontri, T.
|
|
2008
|
30 |
2 |
p. 546-560
15 p.
|
artikel
|
| 13 |
FE analysis of failure behaviour of reinforced concrete columns under eccentric compression
|
Majewski, T.
|
|
2008
|
30 |
2 |
p. 300-317
18 p.
|
artikel
|
| 14 |
GA-optimized fuzzy logic control of a large-scale building for seismic loads
|
Shook, David A.
|
|
2008
|
30 |
2 |
p. 436-449
14 p.
|
artikel
|
| 15 |
Improving the ductile behaviour of offshore topside structures under extreme loads
|
Louca, L.A.
|
|
2008
|
30 |
2 |
p. 506-521
16 p.
|
artikel
|
| 16 |
Local and global bond characteristics of steel reinforcing bars
|
Haskett, Matthew
|
|
2008
|
30 |
2 |
p. 376-383
8 p.
|
artikel
|
| 17 |
Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance
|
Betti, Michele
|
|
2008
|
30 |
2 |
p. 352-367
16 p.
|
artikel
|
| 18 |
Modelling of fastener flexibility in CFRP strengthened timber-framed walls using modified γ -method
|
Premrov, Miroslav
|
|
2008
|
30 |
2 |
p. 368-375
8 p.
|
artikel
|
| 19 |
Re-evaluation of building damage during recent earthquakes in Turkey
|
Inel, Mehmet
|
|
2008
|
30 |
2 |
p. 412-427
16 p.
|
artikel
|
| 20 |
Second-order axial force and midspan deflection in a simple supported beam axially restrained
|
Smith-Pardo, J. Paul
|
|
2008
|
30 |
2 |
p. 561-569
9 p.
|
artikel
|
| 21 |
Simplified solutions for the stress transfer in concrete beams bonded with FRP plates
|
Yang, Jian
|
|
2008
|
30 |
2 |
p. 533-545
13 p.
|
artikel
|
| 22 |
Soil–structure interaction for deeply buried corrugated steel pipes Part I: Embankment installation
|
Kang, Junsuk
|
|
2008
|
30 |
2 |
p. 384-392
9 p.
|
artikel
|
| 23 |
System identification of suspension bridge from ambient vibration response
|
Siringoringo, Dionysius M.
|
|
2008
|
30 |
2 |
p. 462-477
16 p.
|
artikel
|
| 24 |
Transverse earthquake response analysis of a seismically isolated regular bridge with partial restraint
|
Tsai, Meng-Hao
|
|
2008
|
30 |
2 |
p. 393-403
11 p.
|
artikel
|
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