| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate modeling of joint effects in lattice transmission towers
|
Jiang, W.Q.
|
|
2011
|
33 |
5 |
p. 1817-1827
11 p.
|
artikel
|
| 2 |
A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings
|
Calderón, Pedro A.
|
|
2011
|
33 |
5 |
p. 1565-1575
11 p.
|
artikel
|
| 3 |
A novel approach to evaluate the equivalent dynamic stiffness of guy clusters in telecommunication masts under ground excitation
|
Ghafari Oskoei, S. Ali
|
|
2011
|
33 |
5 |
p. 1764-1772
9 p.
|
artikel
|
| 4 |
A response to the discussion of “Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties”
|
Law, S.S.
|
|
2011
|
33 |
5 |
p. 1857-
1 p.
|
artikel
|
| 5 |
Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L’Aquila (Italy) earthquake
|
Di Sarno, L.
|
|
2011
|
33 |
5 |
p. 1514-1535
22 p.
|
artikel
|
| 6 |
A stakeholder probability-based optimization approach for cost-effective bridge management under financial constraints
|
Orcesi, André D.
|
|
2011
|
33 |
5 |
p. 1439-1449
11 p.
|
artikel
|
| 7 |
Behaviour of a masonry arch bridge repaired using fibre-reinforced polymer composites
|
Tao, Y.
|
|
2011
|
33 |
5 |
p. 1594-1606
13 p.
|
artikel
|
| 8 |
Blind bolted moment connection to unfilled hollow section columns using extended T-stub with back face support
|
Lee, J.
|
|
2011
|
33 |
5 |
p. 1710-1722
13 p.
|
artikel
|
| 9 |
Calendar
|
|
|
2011
|
33 |
5 |
p. I-II
nvt p.
|
artikel
|
| 10 |
Comparison of dynamic properties of spliced and monolithic prestressed concrete box railway girders
|
Chung, Wonseok
|
|
2011
|
33 |
5 |
p. 1773-1780
8 p.
|
artikel
|
| 11 |
Corrigendum to “Fatigue assessment of highway steel bridges in presence of seismic loading” [Eng Struct 33 (2011) 202–209]
|
Pipinato, A.
|
|
2011
|
33 |
5 |
p. 1858-
1 p.
|
artikel
|
| 12 |
Determination of accidental forklift truck impact forces on drive-in steel rack structures
|
Gilbert, Benoit P.
|
|
2011
|
33 |
5 |
p. 1403-1409
7 p.
|
artikel
|
| 13 |
Discussion of “Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties” by S.S. Law and J. Li [Eng Struct 32 (2010) 286–296]
|
He, X.H.
|
|
2011
|
33 |
5 |
p. 1855-1856
2 p.
|
artikel
|
| 14 |
Dynamic analysis methodology for progressive failure of truss structures considering inelastic postbuckling cyclic member behavior
|
Malla, Ramesh B.
|
|
2011
|
33 |
5 |
p. 1503-1513
11 p.
|
artikel
|
| 15 |
Dynamic reduction-based structural damage detection of transmission towers: Practical issues and experimental verification
|
Lam, Heung-Fai
|
|
2011
|
33 |
5 |
p. 1459-1478
20 p.
|
artikel
|
| 16 |
Dynamic response analysis of an offshore platform due to seismic motions
|
Park, Min-su
|
|
2011
|
33 |
5 |
p. 1607-1616
10 p.
|
artikel
|
| 17 |
Editorial Board
|
|
|
2011
|
33 |
5 |
p. IFC-
1 p.
|
artikel
|
| 18 |
Efficient modeling of imperfections for buckling analysis of composite cylindrical shells
|
Broggi, M.
|
|
2011
|
33 |
5 |
p. 1796-1806
11 p.
|
artikel
|
| 19 |
Experimental evaluation of the tension stiffening behavior of HSC thick panels
|
Dawood, N.
|
|
2011
|
33 |
5 |
p. 1687-1697
11 p.
|
artikel
|
| 20 |
Fatigue behavior of damaged steel beams repaired with CFRP strips
|
Kim, Yail J.
|
|
2011
|
33 |
5 |
p. 1491-1502
12 p.
|
artikel
|
| 21 |
Geometric properties for the design of unusual member cross-sections in bending
|
Sadowski, A.J.
|
|
2011
|
33 |
5 |
p. 1850-1854
5 p.
|
artikel
|
| 22 |
Impact tests and parametric impact studies on drive-in steel storage racks
|
Gilbert, Benoit P.
|
|
2011
|
33 |
5 |
p. 1410-1422
13 p.
|
artikel
|
| 23 |
Influence of fibers on flexural behavior and ductility of concrete beams reinforced with GFRP rebars
|
Issa, Mohamed S.
|
|
2011
|
33 |
5 |
p. 1754-1763
10 p.
|
artikel
|
| 24 |
Investigation of FRP strengthened circular columns under biaxial bending
|
Zaki, Manal K.
|
|
2011
|
33 |
5 |
p. 1666-1679
14 p.
|
artikel
|
| 25 |
Model for post-yield tension stiffening and rebar rupture in concrete members
|
Lee, Seong-Cheol
|
|
2011
|
33 |
5 |
p. 1723-1733
11 p.
|
artikel
|
| 26 |
Modeling of cable-moored floating breakwaters connected with hinges
|
Diamantoulaki, Ioanna
|
|
2011
|
33 |
5 |
p. 1536-1552
17 p.
|
artikel
|
| 27 |
Nonlinear 3D numerical computations for the square membrane versus experimental data
|
Wang, S.
|
|
2011
|
33 |
5 |
p. 1828-1837
10 p.
|
artikel
|
| 28 |
Nonlinear finite element analysis of CFT-to-bracing connections subjected to axial compressive forces
|
Hu, Hsuan-Teh
|
|
2011
|
33 |
5 |
p. 1479-1490
12 p.
|
artikel
|
| 29 |
Numerical modeling of ductile crack extension in high pressure pipelines with longitudinal flaws
|
Ruggieri, Claudio
|
|
2011
|
33 |
5 |
p. 1423-1438
16 p.
|
artikel
|
| 30 |
Numerical procedure for the analysis of damaged polyester ropes
|
Beltrán, Juan Felipe
|
|
2011
|
33 |
5 |
p. 1698-1709
12 p.
|
artikel
|
| 31 |
Out-of-plane behaviour of confined masonry walls
|
Varela-Rivera, J.L.
|
|
2011
|
33 |
5 |
p. 1734-1741
8 p.
|
artikel
|
| 32 |
Prediction of punching shear strength of two-way slabs
|
Elshafey, Ahmed A.
|
|
2011
|
33 |
5 |
p. 1742-1753
12 p.
|
artikel
|
| 33 |
Probabilistic dynamic behavior of a long-span bridge under extreme events
|
Wu, J.
|
|
2011
|
33 |
5 |
p. 1657-1665
9 p.
|
artikel
|
| 34 |
Seismic FRP retrofit of circular single-column bents using a ductility wrap envelope to alter failure modes
|
Attard, T.L.
|
|
2011
|
33 |
5 |
p. 1553-1564
12 p.
|
artikel
|
| 35 |
Seismic rehabilitation of historical masonry buildings
|
Branco, Miguel
|
|
2011
|
33 |
5 |
p. 1626-1634
9 p.
|
artikel
|
| 36 |
Sequentially linear modelling of local snap-back in extremely brittle structures
|
Invernizzi, S.
|
|
2011
|
33 |
5 |
p. 1617-1625
9 p.
|
artikel
|
| 37 |
Shear capacity of ferrocement plates in flexure
|
Ibrahim, Hassan M.H.
|
|
2011
|
33 |
5 |
p. 1680-1686
7 p.
|
artikel
|
| 38 |
Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns
|
Portolés, J.M.
|
|
2011
|
33 |
5 |
p. 1576-1593
18 p.
|
artikel
|
| 39 |
Structural adequacy assessment of a disused flat bottom rail wagon as road bridge deck
|
Dhanasekar, Manicka
|
|
2011
|
33 |
5 |
p. 1838-1849
12 p.
|
artikel
|
| 40 |
The effect of actuator dynamics on active structural control of offshore wind turbines
|
Stewart, Gordon M.
|
|
2011
|
33 |
5 |
p. 1807-1816
10 p.
|
artikel
|
| 41 |
The effect of the infill in arched structures: Analytical and numerical modelling
|
Gago, António Sousa
|
|
2011
|
33 |
5 |
p. 1450-1458
9 p.
|
artikel
|
| 42 |
The influence of profiled sheeting thickness and shear connector’s position on strength and ductility of headed shear connector
|
Qureshi, Jawed
|
|
2011
|
33 |
5 |
p. 1643-1656
14 p.
|
artikel
|
| 43 |
The influence of travelling fires on a concrete frame
|
Law, Angus
|
|
2011
|
33 |
5 |
p. 1635-1642
8 p.
|
artikel
|
| 44 |
Time-dependent in-plane behaviour and buckling of concrete-filled steel tubular arches
|
Bradford, Mark Andrew
|
|
2011
|
33 |
5 |
p. 1781-1795
15 p.
|
artikel
|
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