nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A hybrid damage detection method using dynamic-reduction transformation matrix and modal force error
|
Mousavi, Mohsen |
|
2016 |
111 |
C |
p. 425-434 10 p. |
artikel |
2 |
An innovative framework for probabilistic-based structural assessment with an application to existing reinforced concrete structures
|
Matos, José C. |
|
2016 |
111 |
C |
p. 552-564 13 p. |
artikel |
3 |
Application of rigid-perfectly plastic spectra in improved seismic response assessment by Endurance Time method
|
Foyouzat, M.A. |
|
2016 |
111 |
C |
p. 24-35 12 p. |
artikel |
4 |
A procedure for the size, shape and topology optimization of transmission line tower structures
|
Souza, Rafael Rodrigues de |
|
2016 |
111 |
C |
p. 162-184 23 p. |
artikel |
5 |
AP /VP specific equivalent viscous damping model for base-isolated buildings characterized by SDOF systems
|
Liu, Tao |
|
2016 |
111 |
C |
p. 36-47 12 p. |
artikel |
6 |
Behavior and failure mechanisms of masonry-infilled RC frames (in low-rise buildings) subject to lateral loading
|
Basha, Syed Humayun |
|
2016 |
111 |
C |
p. 233-245 13 p. |
artikel |
7 |
Behavior of interior RC wide and conventional beam-column roof joints under cyclic load
|
Mirzabagheri, Sara |
|
2016 |
111 |
C |
p. 333-344 12 p. |
artikel |
8 |
Characterization of random fields from NDT measurements: A two stages procedure
|
Schoefs, F. |
|
2016 |
111 |
C |
p. 312-322 11 p. |
artikel |
9 |
Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
|
McKinstray, Ross |
|
2016 |
111 |
C |
p. 505-524 20 p. |
artikel |
10 |
Compressive behaviour of concrete-filled double-skin sections consisting of corrugated plates
|
Farahi, Mojtaba |
|
2016 |
111 |
C |
p. 467-477 11 p. |
artikel |
11 |
Constitutive model selection for unreinforced masonry cross sections based on best-fit analytical moment–curvature diagrams
|
Parisi, Fulvio |
|
2016 |
111 |
C |
p. 451-466 16 p. |
artikel |
12 |
Cracking localization and reduced ductility in fiber-reinforced concrete beams with low reinforcement ratios
|
Dancygier, Avraham N. |
|
2016 |
111 |
C |
p. 411-424 14 p. |
artikel |
13 |
Cyclic behavior of a prefabricated self-centering beam–column connection with a bolted web friction device
|
Zhang, Ai-lin |
|
2016 |
111 |
C |
p. 185-198 14 p. |
artikel |
14 |
Designing construction processes in buildings by heuristic optimization
|
Buitrago, Manuel |
|
2016 |
111 |
C |
p. 1-10 10 p. |
artikel |
15 |
Editorial Board
|
|
|
2016 |
111 |
C |
p. IFC- 1 p. |
artikel |
16 |
Effect of damaged circular flange-bolted connections on behaviour of tall towers, modelled by multilevel substructuring
|
Blachowski, Bartlomiej |
|
2016 |
111 |
C |
p. 93-103 11 p. |
artikel |
17 |
Effect of support condition and load arrangement on the shear response of reinforced concrete beams without transverse reinforcement
|
Tung, Nguyen Duc |
|
2016 |
111 |
C |
p. 370-382 13 p. |
artikel |
18 |
Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces
|
Chen, Quan |
|
2016 |
111 |
C |
p. 478-493 16 p. |
artikel |
19 |
Effects of site condition in near-fault area on the nonlinear response of fire-damaged base-isolated structures
|
Mazza, Fabio |
|
2016 |
111 |
C |
p. 297-311 15 p. |
artikel |
20 |
Experimental evaluation of out-of-plane capacity of masonry infill walls
|
Furtado, André |
|
2016 |
111 |
C |
p. 48-63 16 p. |
artikel |
21 |
Experimental study on the progressive collapse performance of RC frames with infill walls
|
Shan, Sidi |
|
2016 |
111 |
C |
p. 80-92 13 p. |
artikel |
22 |
Fatigue behaviour of structural steels with oxy-fuel, plasma and laser cut straight edges. Definition of Eurocode 3 FAT classes
|
Cicero, S. |
|
2016 |
111 |
C |
p. 152-161 10 p. |
artikel |
23 |
Finite/discrete element model of tension stiffening in GFRP reinforced concrete
|
Miglietta, Paola Costanza |
|
2016 |
111 |
C |
p. 494-504 11 p. |
artikel |
24 |
Flexural behavior of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP and steel rebars
|
Yoo, Doo-Yeol |
|
2016 |
111 |
C |
p. 246-262 17 p. |
artikel |
25 |
Impact on the number of floors of a reinforced concrete building subjected to sudden column removal
|
Ghahremannejad, Masoud |
|
2016 |
111 |
C |
p. 11-23 13 p. |
artikel |
26 |
Local buckling and ultimate strength of slender elliptical hollow sections in compression
|
McCann, F. |
|
2016 |
111 |
C |
p. 104-118 15 p. |
artikel |
27 |
New configuration of transverse reinforcement for improved seismic resistance of rectangular RC columns: Concept and axial compressive behavior
|
Jing, D.H. |
|
2016 |
111 |
C |
p. 383-393 11 p. |
artikel |
28 |
Numerical investigation of a water barrier against blast loadings
|
Chen, Li |
|
2016 |
111 |
C |
p. 199-216 18 p. |
artikel |
29 |
Numerical modeling of reinforcement pull-out and cover splitting in fire-exposed beam-end specimens
|
Sharma, Akanshu |
|
2016 |
111 |
C |
p. 217-232 16 p. |
artikel |
30 |
Numerical study of a concrete target under the penetration of rigid projectile using an elastoplastic damage model
|
Bian, Hanbing |
|
2016 |
111 |
C |
p. 525-537 13 p. |
artikel |
31 |
Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace
|
Chou, Chung-Che |
|
2016 |
111 |
C |
p. 435-450 16 p. |
artikel |
32 |
Seismic structural fragilities: Proposals for improved methodology per spectral matching of accelerogram
|
Banerjee, Abhik Kumar |
|
2016 |
111 |
C |
p. 538-551 14 p. |
artikel |
33 |
Seismic vulnerability of low-rise residential buildings based on damage data from three earthquakes (Mw6.5, 6.5 and 6.3)
|
Bessason, Bjarni |
|
2016 |
111 |
C |
p. 64-79 16 p. |
artikel |
34 |
Shear strength of steel fibre reinforced concrete beams with stirrups
|
Amin, Ali |
|
2016 |
111 |
C |
p. 323-332 10 p. |
artikel |
35 |
Simplified modelling of timber-framed walls under lateral loads
|
Vogrinec, Katja |
|
2016 |
111 |
C |
p. 275-284 10 p. |
artikel |
36 |
Structural control of wind turbines with soil structure interaction included
|
Fitzgerald, Breiffni |
|
2016 |
111 |
C |
p. 131-151 21 p. |
artikel |
37 |
Tensile capacity of grouted splice sleeves
|
Ling, Jen Hua |
|
2016 |
111 |
C |
p. 285-296 12 p. |
artikel |
38 |
Testing and numerical modelling of austenitic stainless steel CHS beam–columns
|
Zhao, Ou |
|
2016 |
111 |
C |
p. 263-274 12 p. |
artikel |
39 |
Toward combined local-average stress field modeling of reinforced concrete
|
JahanMohammadi, Atefeh |
|
2016 |
111 |
C |
p. 394-410 17 p. |
artikel |
40 |
Unified model for hollow columns externally confined by FRP
|
Cascardi, Alessio |
|
2016 |
111 |
C |
p. 119-130 12 p. |
artikel |
41 |
Yield and ultimate strengths determination of a blind bolted endplate connection to square hollow section column
|
Wang, Zhi-Yu |
|
2016 |
111 |
C |
p. 345-369 25 p. |
artikel |