nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An adaptive modal pushover analysis procedure (VMPA-A) for buildings subjected to bi-directional ground motions
|
Sürmeli, M. |
|
2018 |
16 |
11 |
p. 5257-5277 |
artikel |
2 |
An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures
|
Feng, De-Cheng |
|
2018 |
16 |
11 |
p. 5425-5452 |
artikel |
3 |
An optimum model reference adaptive control algorithm for smart base-isolated structures
|
Zhang, Dongbin |
|
2018 |
16 |
11 |
p. 5647-5670 |
artikel |
4 |
A novel non-iterative direct displacement-based seismic design procedure for self-centering buckling-restrained braced frame structures
|
Liu, Lu |
|
2018 |
16 |
11 |
p. 5591-5619 |
artikel |
5 |
A statistical assessment on global drift ratio demands of mid-rise RC buildings using code-compatible real ground motion records
|
Palanci, Mehmet |
|
2018 |
16 |
11 |
p. 5453-5488 |
artikel |
6 |
A three-dimensional drift pushover method for unsymmetrical plan buildings
|
Karimi, Mehdi |
|
2018 |
16 |
11 |
p. 5397-5424 |
artikel |
7 |
Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests
|
Ko, Kil-Wan |
|
2018 |
16 |
11 |
p. 5171-5193 |
artikel |
8 |
Copula-based seismic fragility assessment of base-isolated structures under near-fault forward-directivity ground motions
|
Zhou, Tong |
|
2018 |
16 |
11 |
p. 5671-5696 |
artikel |
9 |
Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns
|
Wang, Jingquan |
|
2018 |
16 |
11 |
p. 5227-5255 |
artikel |
10 |
Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure
|
Brunesi, E. |
|
2018 |
16 |
11 |
p. 5309-5339 |
artikel |
11 |
Determination of source, path and site parameters based on non-linear inversion of accelerometric data in Greece
|
Grendas, I. |
|
2018 |
16 |
11 |
p. 5061-5094 |
artikel |
12 |
Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
|
Guo, Guiqiang |
|
2018 |
16 |
11 |
p. 5095-5119 |
artikel |
13 |
Eccentric installation of splice plates for compressive strength improvement of rectangular hollow section braces
|
Tagawa, Hiroshi |
|
2018 |
16 |
11 |
p. 5489-5502 |
artikel |
14 |
Extension of the effective modal seismic design method to generally irregular RC wall structures
|
Wilkinson, Philip J. |
|
2018 |
16 |
11 |
p. 5341-5370 |
artikel |
15 |
Generating damping modification factors after artificial inputs in scenarios of local records scarcity
|
Piscal A., Carlos M. |
|
2018 |
16 |
11 |
p. 5371-5396 |
artikel |
16 |
Historical intermediate-depth earthquakes in the southern Aegean Sea Benioff zone: modeling their anomalous macroseismic patterns with stochastic ground-motion simulations
|
Kkallas, Ch. |
|
2018 |
16 |
11 |
p. 5121-5150 |
artikel |
17 |
Nonlinear modeling of cyclic response of RC beam–column joints reinforced by plain bars
|
Adibi, Mahdi |
|
2018 |
16 |
11 |
p. 5529-5556 |
artikel |
18 |
On the number of required response history analyses
|
Kiani, Jalal |
|
2018 |
16 |
11 |
p. 5195-5226 |
artikel |
19 |
Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars
|
Yurdakul, Özgür |
|
2018 |
16 |
11 |
p. 5279-5307 |
artikel |
20 |
Seismic performance of modular steel frames equipped with shape memory alloy braces
|
Sultana, Papia |
|
2018 |
16 |
11 |
p. 5503-5527 |
artikel |
21 |
Seismic response and energy dissipation of 3D complex steel buildings considering the influence of interior semi-rigid connections: low- medium- and high-rise
|
Reyes-Salazar, Alfredo |
|
2018 |
16 |
11 |
p. 5557-5590 |
artikel |
22 |
Sliding channel cladding connections for precast structures subjected to earthquake action
|
Dal Lago, Bruno |
|
2018 |
16 |
11 |
p. 5621-5646 |
artikel |
23 |
Threshold seismic energy and liquefaction distance limit during the 2008 Wenchuan earthquake
|
Zhou, Yan-Guo |
|
2018 |
16 |
11 |
p. 5151-5170 |
artikel |