nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A consecutive modal pushover procedure for estimating the seismic demands of tall buildings
|
Poursha, Mehdi |
|
2009 |
31 |
2 |
p. 591-599 9 p. |
artikel |
2 |
A numerical method for nonlinear complex modes with application to active–passive damped sandwich structures
|
Boudaoud, Hakim |
|
2009 |
31 |
2 |
p. 284-291 8 p. |
artikel |
3 |
Application of evolutionary global optimization techniques in the design of RC water tanks
|
Barakat, Samer A. |
|
2009 |
31 |
2 |
p. 332-344 13 p. |
artikel |
4 |
Application of shape memory alloy dampers in the seismic control of cable-stayed bridges
|
Sharabash, Alaa M. |
|
2009 |
31 |
2 |
p. 607-616 10 p. |
artikel |
5 |
A strain criterion for pull-through failures in crest-fixed steel claddings
|
Mahaarachchi, Dhammika |
|
2009 |
31 |
2 |
p. 498-506 9 p. |
artikel |
6 |
Calendar
|
|
|
2009 |
31 |
2 |
p. I-II nvt p. |
artikel |
7 |
Component tests of buckling-restrained braces with unconstrained length
|
Ju, Young K. |
|
2009 |
31 |
2 |
p. 507-516 10 p. |
artikel |
8 |
Damage location and assessment along structural elements using damage submatrices
|
Rodríguez, Ramsés |
|
2009 |
31 |
2 |
p. 475-486 12 p. |
artikel |
9 |
Damping analysis of beams submitted to passive and active control
|
Boudaoud, H. |
|
2009 |
31 |
2 |
p. 322-331 10 p. |
artikel |
10 |
Editorial Board
|
|
|
2009 |
31 |
2 |
p. IFC- 1 p. |
artikel |
11 |
Elastic buckling analysis of pultruded FRP portal frames having semi-rigid connections
|
Minghini, Fabio |
|
2009 |
31 |
2 |
p. 292-299 8 p. |
artikel |
12 |
Experimental and theoretical studies on composite steel–concrete box beams with external tendons
|
Zhang, Nan |
|
2009 |
31 |
2 |
p. 275-283 9 p. |
artikel |
13 |
Experimental investigation on concrete-filled stainless steel stiffened tubular stub columns
|
Dabaon, M.A. |
|
2009 |
31 |
2 |
p. 300-307 8 p. |
artikel |
14 |
Finite element modelling of anisotropic elasto-plastic timber composite beams with openings
|
Guan, Z.W. |
|
2009 |
31 |
2 |
p. 394-403 10 p. |
artikel |
15 |
Fracture mechanics approach for flexural strengthening of reinforced concrete beams
|
Yehia, N.A.B. |
|
2009 |
31 |
2 |
p. 404-416 13 p. |
artikel |
16 |
Higher Order Coherences for fatigue crack detection
|
Sinha, Jyoti K. |
|
2009 |
31 |
2 |
p. 534-538 5 p. |
artikel |
17 |
In-plane strength and design of parabolic arches
|
Moon, Jiho |
|
2009 |
31 |
2 |
p. 444-454 11 p. |
artikel |
18 |
Investigation of direct tension cracking and leakage in RC elements
|
Ziari, Armin |
|
2009 |
31 |
2 |
p. 466-474 9 p. |
artikel |
19 |
Investigation on influence factors of buffeting response of bridges and its aeroelastic model verification for Xiaoguan Bridge
|
Chen, Z.Q. |
|
2009 |
31 |
2 |
p. 417-431 15 p. |
artikel |
20 |
Iterative system buckling analysis, considering a fictitious axial force to determine effective length factors for multi-story frames
|
Choi, Dong-Ho |
|
2009 |
31 |
2 |
p. 560-570 11 p. |
artikel |
21 |
Models for numerical failure analysis of wooden structures
|
Schmidt, Jörg |
|
2009 |
31 |
2 |
p. 571-579 9 p. |
artikel |
22 |
Neuro-control of fixed offshore structures under earthquake
|
Kim, Dong Hyawn |
|
2009 |
31 |
2 |
p. 517-522 6 p. |
artikel |
23 |
Noise-bias compensation in physical-parameter system identification under microtremor input
|
Yoshitomi, S. |
|
2009 |
31 |
2 |
p. 580-590 11 p. |
artikel |
24 |
Numerical studies of interactive buckling in prestressed steel stayed columns
|
Saito, Daisuke |
|
2009 |
31 |
2 |
p. 432-443 12 p. |
artikel |
25 |
Optimal lateral stiffness design of composite steel and concrete tall frameworks
|
Cheng, Lijuan |
|
2009 |
31 |
2 |
p. 523-533 11 p. |
artikel |
26 |
Prediction of seismic drifts in multi-storey frames with a new storey capacity factor
|
Lu, Yong |
|
2009 |
31 |
2 |
p. 345-357 13 p. |
artikel |
27 |
Prediction of seismic-induced structural damage using artificial neural networks
|
de Lautour, Oliver Richard |
|
2009 |
31 |
2 |
p. 600-606 7 p. |
artikel |
28 |
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load
|
Montuori, Rosario |
|
2009 |
31 |
2 |
p. 539-550 12 p. |
artikel |
29 |
Response of steel beam–columns exposed to fire
|
Kodur, V.K.R. |
|
2009 |
31 |
2 |
p. 369-379 11 p. |
artikel |
30 |
Seismic behavior of bidirectional-resistant ductile end diaphragms with buckling restrained braces in straight steel bridges
|
Celik, Oguz C. |
|
2009 |
31 |
2 |
p. 380-393 14 p. |
artikel |
31 |
Shear capacity of prestressed hollow core slabs in slim floor constructions
|
Hegger, J. |
|
2009 |
31 |
2 |
p. 551-559 9 p. |
artikel |
32 |
Shear truss analogy for concrete members of solid and hollow circular cross section
|
Turmo, J. |
|
2009 |
31 |
2 |
p. 455-465 11 p. |
artikel |
33 |
Stress–strain model for FRP-confined concrete under cyclic axial compression
|
Lam, L. |
|
2009 |
31 |
2 |
p. 308-321 14 p. |
artikel |
34 |
The influence of the weak axis on the behavior of high strength RC slender columns subjected to biaxial bending
|
Pallarés, Luis |
|
2009 |
31 |
2 |
p. 487-497 11 p. |
artikel |
35 |
Tuned liquid column dampers in offshore wind turbines for structural control
|
Colwell, Shane |
|
2009 |
31 |
2 |
p. 358-368 11 p. |
artikel |