| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures
|
O’Reilly, Gerard J.
|
|
|
19 |
6 |
p. 2419-2420
|
artikel
|
| 2 |
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake
|
Biglari, Mahnoosh
|
|
|
19 |
6 |
p. 2671-2689
|
artikel
|
| 3 |
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers
|
Cataldi, Laura
|
|
|
19 |
6 |
p. 2325-2342
|
artikel
|
| 4 |
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading
|
Wang, Xiaowei
|
|
|
19 |
6 |
p. 2531-2559
|
artikel
|
| 5 |
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences
|
Di Sarno, Luigi
|
|
|
19 |
6 |
p. 2483-2504
|
artikel
|
| 6 |
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit
|
Miglietta, Marco
|
|
|
19 |
6 |
p. 2561-2596
|
artikel
|
| 7 |
Inelastic response of cable-stayed bridges subjected to non-uniform motions
|
Efthymiou, Eleftheria
|
|
|
19 |
6 |
p. 2691-2710
|
artikel
|
| 8 |
Influence of time-dependent seismic hazard on structural design
|
Dall’Asta, Andrea
|
|
|
19 |
6 |
p. 2505-2529
|
artikel
|
| 9 |
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures
|
O’Reilly, Gerard J.
|
|
|
19 |
6 |
p. 2389-2417
|
artikel
|
| 10 |
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties
|
Mucedero, G.
|
|
|
19 |
6 |
p. 2597-2641
|
artikel
|
| 11 |
Performance-based seismic design of multi-story CBFs equipped with SMA-friction damping braces
|
Qiu, Canxing
|
|
|
19 |
6 |
p. 2711-2737
|
artikel
|
| 12 |
Required time gap between mainshock and aftershock for dynamic analysis of structures
|
Pirooz, Roohollah M.
|
|
|
19 |
6 |
p. 2643-2670
|
artikel
|
| 13 |
Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test
|
Bai, Yongtao
|
|
|
19 |
6 |
p. 2457-2482
|
artikel
|
| 14 |
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey
|
Günaydin, Murat
|
|
|
19 |
6 |
p. 2421-2456
|
artikel
|
| 15 |
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons
|
Passeri, Federico
|
|
|
19 |
6 |
p. 2343-2370
|
artikel
|
| 16 |
Wave velocities depending on shear strain, directionality, and excess pore water pressure from wildlife liquefaction array
|
Kishida, Tadahiro
|
|
|
19 |
6 |
p. 2371-2388
|
artikel
|
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