| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation
|
Zhang, Yantai
|
|
|
20 |
3 |
p. 1455-1487
|
artikel
|
| 2 |
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges
|
Stefanidou, Sotiria P.
|
|
|
20 |
3 |
p. 1717-1737
|
artikel
|
| 3 |
Assessment of the design spectrum with aggravation factors by 2D nonlinear numerical analyses: a case study in the Gemlik Basin, Turkey
|
Ozaslan, B.
|
|
|
20 |
3 |
p. 1371-1395
|
artikel
|
| 4 |
Calculating earthquake damage building by building: the case of the city of Cologne, Germany
|
Nievas, Cecilia I.
|
|
|
20 |
3 |
p. 1519-1565
|
artikel
|
| 5 |
Deformation capacity evaluation for flat slab seismic design
|
Muttoni, A.
|
|
|
20 |
3 |
p. 1619-1654
|
artikel
|
| 6 |
Direct displacement-based seismic design of buckling-restrained braced RC frames
|
Farahani, Sina
|
|
|
20 |
3 |
p. 1767-1839
|
artikel
|
| 7 |
Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings
|
Cirak Karakas, Cigdem
|
|
|
20 |
3 |
p. 1685-1716
|
artikel
|
| 8 |
Influence of ground motion type on nonlinear seismic behaviour and fragility of corrosion-damaged reinforced concrete bridge piers
|
Afsar Dizaj, Ebrahim
|
|
|
20 |
3 |
p. 1489-1518
|
artikel
|
| 9 |
In-plane capacity of existing post-WWII beam-and-clay block floor systems
|
Marini, Alessandra
|
|
|
20 |
3 |
p. 1655-1683
|
artikel
|
| 10 |
Modeling of nonlinear viscous damper response for analysis and design of earthquake-resistant building structures
|
Dong, Baiping
|
|
|
20 |
3 |
p. 1841-1864
|
artikel
|
| 11 |
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model
|
Kotha, Sreeram Reddy
|
|
|
20 |
3 |
p. 1343-1370
|
artikel
|
| 12 |
Performance assessment of composite skirted ground reinforcement system in liquefiable ground under repeated dynamic loading conditions
|
Vijay Kumar, S. P.
|
|
|
20 |
3 |
p. 1397-1429
|
artikel
|
| 13 |
Seismic performance of prefabricated beam-to-column joint with replaceable energy-dissipating steel hinge
|
Zheng, Lian-Qiong
|
|
|
20 |
3 |
p. 1865-1895
|
artikel
|
| 14 |
Seismic resilience assessment of low- and medium-rise existing eccentrically braced steel frames in Mexico City
|
Ruiz-García, Jorge
|
|
|
20 |
3 |
p. 1567-1590
|
artikel
|
| 15 |
Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests
|
Bianchini, N.
|
|
|
20 |
3 |
p. 1739-1765
|
artikel
|
| 16 |
Seismic site–city interaction analysis of super-tall buildings surrounding an underground station: a case study in Hong Kong
|
Kato, Bence
|
|
|
20 |
3 |
p. 1431-1454
|
artikel
|
| 17 |
Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements
|
Islam, Abrar
|
|
|
20 |
3 |
p. 1591-1617
|
artikel
|
| 18 |
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis
|
Radziminovich, Yan B.
|
|
|
20 |
3 |
p. 1297-1324
|
artikel
|
| 19 |
The older the better? The strange case of empirical ground motion models in the near-source of moderate-to-large magnitude earthquakes
|
Paolucci, Roberto
|
|
|
20 |
3 |
p. 1325-1342
|
artikel
|
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