| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A study of tensile damage and attenuation effect of perforated concrete defense layer on stress waves
|
Wang, Zhi-liang
|
|
2007
|
29 |
6 |
p. 1025-1033
9 p.
|
artikel
|
| 2 |
Behavior of beams with dowel action
|
El-Ariss, Bilal
|
|
2007
|
29 |
6 |
p. 899-903
5 p.
|
artikel
|
| 3 |
Crack control of a continuous composite two-girder bridge with prefabricated slabs under static and fatigue loads
|
Ryu, Hyung-Keun
|
|
2007
|
29 |
6 |
p. 851-864
14 p.
|
artikel
|
| 4 |
Design of FRP confinement for square concrete columns
|
Sheikh, Shamim A.
|
|
2007
|
29 |
6 |
p. 1074-1083
10 p.
|
artikel
|
| 5 |
Editorial Board
|
|
|
2007
|
29 |
6 |
p. IFC-
1 p.
|
artikel
|
| 6 |
Effect of ambient temperature on the redistribution of loads during construction of multi-storey concrete structures
|
Azkune, M.
|
|
2007
|
29 |
6 |
p. 933-941
9 p.
|
artikel
|
| 7 |
Elastic–plastic crack driving force for tubular K-joints with mismatched welds
|
Qian, X.
|
|
2007
|
29 |
6 |
p. 865-879
15 p.
|
artikel
|
| 8 |
Equivalent linearization of a friction damper–brace system based on the probability distribution of the extremal displacement
|
Park, Ji-Hun
|
|
2007
|
29 |
6 |
p. 1226-1237
12 p.
|
artikel
|
| 9 |
Evaluation of dynamic loads on a skew box girder continuous bridge Part I: Field test and modal analysis
|
Ashebo, Demeke B.
|
|
2007
|
29 |
6 |
p. 1052-1063
12 p.
|
artikel
|
| 10 |
Evaluation of dynamic loads on a skew box girder continuous bridge Part II: Parametric study and dynamic load factor
|
Ashebo, Demeke B.
|
|
2007
|
29 |
6 |
p. 1064-1073
10 p.
|
artikel
|
| 11 |
Experimental validation of seismic code provisions for RC columns
|
Vintzileou, Elizabeth
|
|
2007
|
29 |
6 |
p. 1153-1164
12 p.
|
artikel
|
| 12 |
Finite element modelling and investigation of the behaviour of elastic infilled frames under monotonic loading
|
Doudoumis, I.N.
|
|
2007
|
29 |
6 |
p. 1004-1024
21 p.
|
artikel
|
| 13 |
Interface slip effect on bonded plate repairs of concrete beams
|
Cai, C.S.
|
|
2007
|
29 |
6 |
p. 1084-1095
12 p.
|
artikel
|
| 14 |
Large deflection and postbuckling behavior of Timoshenko beam–columns with semi-rigid connections including shear and axial effects
|
Aristizabal-Ochoa, J. Dario
|
|
2007
|
29 |
6 |
p. 991-1003
13 p.
|
artikel
|
| 15 |
Modeling of membrane action in floor slabs subjected to fire
|
Li, Guo-Qiang
|
|
2007
|
29 |
6 |
p. 880-887
8 p.
|
artikel
|
| 16 |
Multilinear one-dimensional shape memory material model for use in structural engineering applications
|
Motahari, S. Ardavan
|
|
2007
|
29 |
6 |
p. 904-913
10 p.
|
artikel
|
| 17 |
Multi-objective optimization of wind-excited structures
|
Venanzi, I.
|
|
2007
|
29 |
6 |
p. 983-990
8 p.
|
artikel
|
| 18 |
Non-linear planar dynamics of suspended cables investigated by the continuation technique
|
Wang, Lianhua
|
|
2007
|
29 |
6 |
p. 1135-1144
10 p.
|
artikel
|
| 19 |
Parametric study of semi-rigid composite connections with 3-D finite element approach
|
Fu, Feng
|
|
2007
|
29 |
6 |
p. 888-898
11 p.
|
artikel
|
| 20 |
Practical formula for dimensioning a rectangular footing
|
Algin, H.M.
|
|
2007
|
29 |
6 |
p. 1128-1134
7 p.
|
artikel
|
| 21 |
Probabilistic fragility analysis parameterized by fundamental response quantities
|
Jeong, Seong-Hoon
|
|
2007
|
29 |
6 |
p. 1238-1251
14 p.
|
artikel
|
| 22 |
Probability-based prediction of multi-mode vibration response to walking excitation
|
Živanović, Stana
|
|
2007
|
29 |
6 |
p. 942-954
13 p.
|
artikel
|
| 23 |
Residual flexure capacity of corroded reinforced concrete beams
|
Torres-Acosta, Andrés A.
|
|
2007
|
29 |
6 |
p. 1145-1152
8 p.
|
artikel
|
| 24 |
Rotational inertia dampers with toggle bracing for vibration control of a building structure
|
Hwang, Jae-Seung
|
|
2007
|
29 |
6 |
p. 1201-1208
8 p.
|
artikel
|
| 25 |
Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN
|
Kinali, Kursat
|
|
2007
|
29 |
6 |
p. 1115-1127
13 p.
|
artikel
|
| 26 |
Seismic retrofit of a reinforced concrete flat-slab structure: Part II — seismic fragility analysis
|
Hueste, Mary Beth D.
|
|
2007
|
29 |
6 |
p. 1178-1188
11 p.
|
artikel
|
| 27 |
Seismic retrofit of a reinforced concrete flat-slab structure: Part I — seismic performance evaluation
|
Hueste, Mary Beth D.
|
|
2007
|
29 |
6 |
p. 1165-1177
13 p.
|
artikel
|
| 28 |
Semi-active control of a building complex with variable friction dampers
|
Ng, C.L.
|
|
2007
|
29 |
6 |
p. 1209-1225
17 p.
|
artikel
|
| 29 |
Size-dependent response of dowel action in R.C. members
|
Ince, Ragip
|
|
2007
|
29 |
6 |
p. 955-961
7 p.
|
artikel
|
| 30 |
Soil restraint on buckling oil and gas pipelines buried in lumpy clay fill
|
Cheuk, C.Y.
|
|
2007
|
29 |
6 |
p. 973-982
10 p.
|
artikel
|
| 31 |
Solution strategy and rigid element for nonlinear analysis of elastically structures based on updated Lagrangian formulation
|
Yang, Y.B.
|
|
2007
|
29 |
6 |
p. 1189-1200
12 p.
|
artikel
|
| 32 |
Static behaviour of steel concrete beam connected by bonding
|
Si Larbi, A.
|
|
2007
|
29 |
6 |
p. 1034-1042
9 p.
|
artikel
|
| 33 |
Strength of exterior slab–column connections subjected to unbalanced moments
|
Park, Hong-Gun
|
|
2007
|
29 |
6 |
p. 1096-1114
19 p.
|
artikel
|
| 34 |
Theoretical exploration of a taut cable and a TMD system
|
Wu, W.J.
|
|
2007
|
29 |
6 |
p. 962-972
11 p.
|
artikel
|
| 35 |
Torsional balance of plan asymmetric structures with viscoelastic dampers
|
García, Marcos
|
|
2007
|
29 |
6 |
p. 914-932
19 p.
|
artikel
|
| 36 |
Understand and improve dynamic performance of transportation system — a case study of Luling Bridge
|
Chen, S.R.
|
|
2007
|
29 |
6 |
p. 1043-1051
9 p.
|
artikel
|
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