| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An evolutionary multiobjective framework for structural damage localization and quantification
|
Perera, Ricardo
|
|
2007
|
29 |
10 |
p. 2540-2550
11 p.
|
artikel
|
| 2 |
Application of Endurance Time method in linear seismic analysis
|
Estekanchi, H.E.
|
|
2007
|
29 |
10 |
p. 2551-2562
12 p.
|
artikel
|
| 3 |
Application of FEMA methodology to RC shear wall buildings governed by flexure
|
Kim, Taewan
|
|
2007
|
29 |
10 |
p. 2514-2522
9 p.
|
artikel
|
| 4 |
A resetting stiffness dynamic controller and its bench-scale implementation
|
Erramouspe, Josh
|
|
2007
|
29 |
10 |
p. 2602-2610
9 p.
|
artikel
|
| 5 |
A simplified approach for seismic calculation of a tall building braced by shear walls and thin-walled open section structures
|
Meftah, Sid Ahmed
|
|
2007
|
29 |
10 |
p. 2576-2585
10 p.
|
artikel
|
| 6 |
Buckling length of a steel column for fire design
|
Gomes, Fernando C.T.
|
|
2007
|
29 |
10 |
p. 2497-2502
6 p.
|
artikel
|
| 7 |
Cold-formed steel lipped channel columns at elevated temperatures
|
Chen, Ju
|
|
2007
|
29 |
10 |
p. 2445-2456
12 p.
|
artikel
|
| 8 |
Composite beams with both longitudinal and transverse partial interaction subjected to elevated temperatures
|
Ranzi, Gianluca
|
|
2007
|
29 |
10 |
p. 2737-2750
14 p.
|
artikel
|
| 9 |
Determination of buckling mode for braced elastic–plastic frames
|
Tong, G.S.
|
|
2007
|
29 |
10 |
p. 2487-2496
10 p.
|
artikel
|
| 10 |
Earthquake isolator with progressive nonlinear deformability
|
Pocanschi, A.
|
|
2007
|
29 |
10 |
p. 2586-2592
7 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2007
|
29 |
10 |
p. IFC-
1 p.
|
artikel
|
| 12 |
Effects of elevated temperatures on bolted moment-connections between cold-formed steel members
|
Lim, James B.P.
|
|
2007
|
29 |
10 |
p. 2419-2427
9 p.
|
artikel
|
| 13 |
Equivalent static wind loads on low-rise buildings based on full-scale pressure measurements
|
Chen, Xinzhong
|
|
2007
|
29 |
10 |
p. 2563-2575
13 p.
|
artikel
|
| 14 |
Fatigue life estimation parameter for short and medium span steel highway girder bridges
|
Mori, Takeshi
|
|
2007
|
29 |
10 |
p. 2762-2774
13 p.
|
artikel
|
| 15 |
Field calibration of time-dependent behavior in segmental bridges using self-learning simulation
|
Jung, Sungmoon
|
|
2007
|
29 |
10 |
p. 2692-2700
9 p.
|
artikel
|
| 16 |
Flexural behaviour of reinforced concrete beams strengthened by CFRP sheets
|
Esfahani, M.R.
|
|
2007
|
29 |
10 |
p. 2428-2444
17 p.
|
artikel
|
| 17 |
General stress–strain relationship for concrete at elevated temperatures
|
Youssef, M.A.
|
|
2007
|
29 |
10 |
p. 2618-2634
17 p.
|
artikel
|
| 18 |
Global analysis and constructional aspects in the redesign of bearing elements for a movable storm surge barrier
|
Samyn, P.
|
|
2007
|
29 |
10 |
p. 2673-2691
19 p.
|
artikel
|
| 19 |
Incremental dynamic analysis applied to seismic financial risk assessment of bridges
|
Mander, John B.
|
|
2007
|
29 |
10 |
p. 2662-2672
11 p.
|
artikel
|
| 20 |
Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions
|
Rigato, Antonio B.
|
|
2007
|
29 |
10 |
p. 2593-2601
9 p.
|
artikel
|
| 21 |
In-plane elastic buckling of pin-ended shallow parabolic arches
|
Moon, Jiho
|
|
2007
|
29 |
10 |
p. 2611-2617
7 p.
|
artikel
|
| 22 |
Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections
|
Kim, Jaehong
|
|
2007
|
29 |
10 |
p. 2523-2539
17 p.
|
artikel
|
| 23 |
Linear dynamic analysis of arch dams utilizing modified efficient fluid hyper-element
|
Aftabi Sani, Ahmad
|
|
2007
|
29 |
10 |
p. 2654-2661
8 p.
|
artikel
|
| 24 |
Monotonic and cyclic lateral behaviour of helical pile specialized connectors
|
El Naggar, M.H.
|
|
2007
|
29 |
10 |
p. 2635-2640
6 p.
|
artikel
|
| 25 |
Nonlinear analysis of moderately thick reinforced concrete slabs at elevated temperatures using a rectangular layered plate element with Timoshenko beam functions
|
Zhang, Y.X.
|
|
2007
|
29 |
10 |
p. 2751-2761
11 p.
|
artikel
|
| 26 |
Optimum lead–rubber isolation bearings for near-fault motions
|
Jangid, R.S.
|
|
2007
|
29 |
10 |
p. 2503-2513
11 p.
|
artikel
|
| 27 |
Performance assessment of moment resisting frames during earthquakes based on the force analogy method
|
Zhang, Xin
|
|
2007
|
29 |
10 |
p. 2792-2802
11 p.
|
artikel
|
| 28 |
Plate end debonding in FRP-plated RC beams—I: Experiments
|
Yao, J.
|
|
2007
|
29 |
10 |
p. 2457-2471
15 p.
|
artikel
|
| 29 |
Plate end debonding in FRP-plated RC beams—II: Strength model
|
Teng, J.G.
|
|
2007
|
29 |
10 |
p. 2472-2486
15 p.
|
artikel
|
| 30 |
Prediction of time-dependent effects in concrete structures using early measurement data
|
Yang, In Hwan
|
|
2007
|
29 |
10 |
p. 2701-2710
10 p.
|
artikel
|
| 31 |
Small-scale concrete slab tests at ambient and elevated temperatures
|
Bailey, Colin G.
|
|
2007
|
29 |
10 |
p. 2775-2791
17 p.
|
artikel
|
| 32 |
Tests of reinforced concrete beams strengthened with wire rope units
|
Kim, S.Y.
|
|
2007
|
29 |
10 |
p. 2711-2722
12 p.
|
artikel
|
| 33 |
The effect of stand-off distance on the failure of fully clamped circular mild steel plates subjected to blast loads
|
Jacob, N.
|
|
2007
|
29 |
10 |
p. 2723-2736
14 p.
|
artikel
|
| 34 |
Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements
|
Huang, Guoqing
|
|
2007
|
29 |
10 |
p. 2641-2653
13 p.
|
artikel
|
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