| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advances in rocking core-moment frame analysis
|
Grigorian, Mark
|
|
2017
|
15 |
12 |
p. 5551-5577
|
artikel
|
| 2 |
Analysis of damage mechanisms suffered by Italian fortified buildings hit by earthquakes in the last 40 years
|
Coïsson, Eva
|
|
2017
|
15 |
12 |
p. 5139-5166
|
artikel
|
| 3 |
Analysis of the seismic behavior of classical multi-drum and monolithic columns
|
Pitilakis, Kyriazis
|
|
2017
|
15 |
12 |
p. 5281-5307
|
artikel
|
| 4 |
Assessment of paleoseismic shaking that caused a sand blow at Fort Dorchester, SC
|
Gheibi, Emad
|
|
2017
|
15 |
12 |
p. 5119-5137
|
artikel
|
| 5 |
Critical orientation of earthquake loading for building performance assessment using lateral force analysis
|
Skoulidou, Despoina
|
|
2017
|
15 |
12 |
p. 5217-5246
|
artikel
|
| 6 |
Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
|
Zhou, Cong
|
|
2017
|
15 |
12 |
p. 5393-5412
|
artikel
|
| 7 |
Discussion on “Array-derived rotational seismic motions: revisited”
|
Basu, D.
|
|
2017
|
15 |
12 |
p. 5605-5615
|
artikel
|
| 8 |
Earthquake risk assessment
|
Erdik, Mustafa
|
|
2017
|
15 |
12 |
p. 5055-5092
|
artikel
|
| 9 |
Erratum to: A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV) and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East
|
Çağnan, Zehra
|
|
2017
|
15 |
12 |
p. 5623-5624
|
artikel
|
| 10 |
Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature
|
Vanin, Francesco
|
|
2017
|
15 |
12 |
p. 5435-5479
|
artikel
|
| 11 |
Experimental and numerical investigation of the seismic response of precast wall connections
|
Brunesi, E.
|
|
2017
|
15 |
12 |
p. 5511-5550
|
artikel
|
| 12 |
Generalized force vectors for multi-mode pushover analysis of bridges
|
Perdomo, Camilo
|
|
2017
|
15 |
12 |
p. 5247-5280
|
artikel
|
| 13 |
Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response
|
Serras, Dionisios N.
|
|
2017
|
15 |
12 |
p. 5413-5434
|
artikel
|
| 14 |
Probabilistic assessment of the vulnerability of reinforced concrete buildings subjected to earthquake induced landslides
|
Fotopoulou, S. D.
|
|
2017
|
15 |
12 |
p. 5191-5215
|
artikel
|
| 15 |
Realistic behavior of infilled steel frames in seismic events: experimental and analytical study
|
Faraji Najarkolaie, Kaveh
|
|
2017
|
15 |
12 |
p. 5365-5392
|
artikel
|
| 16 |
Recent developments for the seismic risk assessment
|
Castelli, Francesco
|
|
2017
|
15 |
12 |
p. 5093-5117
|
artikel
|
| 17 |
Reply to: discussion on “Array-derived rotational seismic motions: revisited” by Basu et al.
|
Castellani, Alberto
|
|
2017
|
15 |
12 |
p. 5617-5621
|
artikel
|
| 18 |
Robustness of multi-mode control using tuned mass dampers for seismically excited structures
|
Gill, Deepika
|
|
2017
|
15 |
12 |
p. 5579-5603
|
artikel
|
| 19 |
Seismic performance of RC buildings during the MW7.8 Muisne (Ecuador) earthquake on April 2016: field observations and case study
|
Kagermanov, Alexander
|
|
2017
|
15 |
12 |
p. 5167-5189
|
artikel
|
| 20 |
Shaking table test on a full scale URM cavity wall building
|
Graziotti, F.
|
|
2017
|
15 |
12 |
p. 5329-5364
|
artikel
|
| 21 |
Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil
|
Gao, Hongmei
|
|
2017
|
15 |
12 |
p. 5481-5510
|
artikel
|
| 22 |
Theoretical approaches for modelling buckling effects in rebars of RC members
|
Minafò, Giovanni
|
|
2017
|
15 |
12 |
p. 5309-5327
|
artikel
|
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