| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 41
|
Kolozvari, Kristijan
|
|
|
21 |
15 |
p. 6623-6646
|
artikel
|
| 2 |
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design
|
Del Vecchio, C.
|
|
|
21 |
15 |
p. 6667-6698
|
artikel
|
| 3 |
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests
|
Unal, Mehmet Emre
|
|
|
21 |
15 |
p. 6699-6721
|
artikel
|
| 4 |
Evaluation of base sliding response and effective slab width in ten-storey tests
|
Kabeyasawa, Toshikazu
|
|
|
21 |
15 |
p. 6535-6552
|
artikel
|
| 5 |
Full-scale shaking table experiments on the seismic response of a 10-story reinforced-concrete building: overview and analysis
|
Kang, Jae-Do
|
|
|
21 |
15 |
p. 6511-6534
|
artikel
|
| 6 |
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table
|
Isaković, Tatjana
|
|
|
21 |
15 |
p. 6499-6510
|
artikel
|
| 7 |
Nonlinear modeling of the ten-story RC building at E-Defense (2015): assessment with different modeling assumptions
|
Di Domenico, Mariano
|
|
|
21 |
15 |
p. 6585-6622
|
artikel
|
| 8 |
Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests
|
Sun, Lei
|
|
|
21 |
15 |
p. 6647-6666
|
artikel
|
| 9 |
Simulation of the E-Defense 2015 test on a 10-storey building using macro-models
|
Janevski, Antonio
|
|
|
21 |
15 |
p. 6553-6584
|
artikel
|
| 10 |
Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis
|
Chiou, Tsung-Chih
|
|
|
21 |
15 |
p. 6723-6744
|
artikel
|
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