| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A new single-shear set-up for stable debonding of FRP–concrete joints
|
Mazzotti, C.
|
|
2009
|
23 |
4 |
p. 1529-1537
9 p.
|
artikel
|
| 2 |
Assessment of debonding in GFRP joints using damage identification techniques
|
Votsis, Renos A.
|
|
2009
|
23 |
4 |
p. 1690-1697
8 p.
|
artikel
|
| 3 |
Behavior and capacity of RC beams strengthened in shear with NSM FRP reinforcement
|
Rizzo, Andrea
|
|
2009
|
23 |
4 |
p. 1555-1567
13 p.
|
artikel
|
| 4 |
Behaviour of bridge deck cantilever overhangs subjected to a static and fatigue concentrated load
|
Klowak, C.S.
|
|
2009
|
23 |
4 |
p. 1653-1664
12 p.
|
artikel
|
| 5 |
Calendar
|
|
|
2009
|
23 |
4 |
p. I-
1 p.
|
artikel
|
| 6 |
Combined loading of a bridge deck reinforced with a structural FRP stay-in-place form
|
Hanus, Joseph P.
|
|
2009
|
23 |
4 |
p. 1605-1619
15 p.
|
artikel
|
| 7 |
Creep behaviour of CFRP-strengthened reinforced concrete beams
|
Al Chami, G.
|
|
2009
|
23 |
4 |
p. 1640-1652
13 p.
|
artikel
|
| 8 |
Damaged masonry walls in two-way bending retrofitted with vertical FRP strips
|
Willis, C.R.
|
|
2009
|
23 |
4 |
p. 1591-1604
14 p.
|
artikel
|
| 9 |
Design by testing: A procedure for the statistical determination of capacity models
|
Monti, Giorgio
|
|
2009
|
23 |
4 |
p. 1487-1494
8 p.
|
artikel
|
| 10 |
Ductility components and limits of FRP-plated RC structures
|
Oehlers, D.J.
|
|
2009
|
23 |
4 |
p. 1538-1543
6 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2009
|
23 |
4 |
p. IFC-
1 p.
|
artikel
|
| 12 |
Externally post-tensioned carbon FRP bar system for deflection control
|
Matta, Fabio
|
|
2009
|
23 |
4 |
p. 1628-1639
12 p.
|
artikel
|
| 13 |
Far-field radar NDT technique for detecting GFRP debonding from concrete
|
Büyüköztürk, Oral
|
|
2009
|
23 |
4 |
p. 1678-1689
12 p.
|
artikel
|
| 14 |
Guest Editorial
|
Chen, J.F.
|
|
2009
|
23 |
4 |
p. 1485-1486
2 p.
|
artikel
|
| 15 |
Interaction diagram methodology for design of FRP-confined reinforced concrete columns
|
Rocca, Silvia
|
|
2009
|
23 |
4 |
p. 1508-1520
13 p.
|
artikel
|
| 16 |
Modeling of debonding failure for RC beams strengthened in shear with NSM FRP reinforcement
|
Rizzo, Andrea
|
|
2009
|
23 |
4 |
p. 1568-1577
10 p.
|
artikel
|
| 17 |
RC beams shear-strengthened with FRP: Stress distributions in the FRP reinforcement
|
Lu, X.Z.
|
|
2009
|
23 |
4 |
p. 1544-1554
11 p.
|
artikel
|
| 18 |
Research issues related to the appropriate use of FRP in concrete structures
|
Ibell, Tim
|
|
2009
|
23 |
4 |
p. 1521-1528
8 p.
|
artikel
|
| 19 |
Strain monitoring of RC members strengthened with smart NSM FRP bars
|
Wang, Bo
|
|
2009
|
23 |
4 |
p. 1698-1711
14 p.
|
artikel
|
| 20 |
Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates
|
Täljsten, Björn
|
|
2009
|
23 |
4 |
p. 1665-1677
13 p.
|
artikel
|
| 21 |
Strengthening of one-way spanning RC slabs with cutouts using FRP composites
|
Smith, S.T.
|
|
2009
|
23 |
4 |
p. 1578-1590
13 p.
|
artikel
|
| 22 |
Strengthening of prestressed concrete girders with composites: Installation, design and inspection
|
Rosenboom, Owen
|
|
2009
|
23 |
4 |
p. 1495-1507
13 p.
|
artikel
|
| 23 |
Structural behavior of multifunctional GFRP joints for concrete structures
|
Riebel, Florian
|
|
2009
|
23 |
4 |
p. 1620-1627
8 p.
|
artikel
|
Tijdschrift beschrijving