nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips
|
Sarmah, Monjusha |
|
|
22 |
2 |
p. 667-691 |
artikel |
2 |
Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions
|
Salgado-Gálvez, Mario A. |
|
|
22 |
2 |
p. 639-664 |
artikel |
3 |
Correction: A dynamic p–y model for piles embedded in cohesionless soils
|
Alver, Ozan |
|
|
22 |
2 |
p. 759 |
artikel |
4 |
Correction: Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions
|
Salgado-Gálvez, Mario A. |
|
|
22 |
2 |
p. 665 |
artikel |
5 |
Correction: Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges
|
Li, Jun |
|
|
22 |
2 |
p. 757 |
artikel |
6 |
Correction: Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis
|
Chiou, Tsung-Chih |
|
|
22 |
2 |
p. 761 |
artikel |
7 |
Critical issues in nonlinear modeling of reinforced concrete buildings: code-compliant modeling approaches and the 2015 E-defense shake table tests on a full-scale 10-story building
|
Tura, Cem |
|
|
22 |
2 |
p. 329-364 |
artikel |
8 |
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes
|
Demir, Ahmet |
|
|
22 |
2 |
p. 365-393 |
artikel |
9 |
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method
|
Zhuang, Haiyang |
|
|
22 |
2 |
p. 277-301 |
artikel |
10 |
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach
|
Debnath, Pranoy |
|
|
22 |
2 |
p. 611-637 |
artikel |
11 |
Quasi-X-braced steel moment frames (QXB-MFs) evaluation using analytical and numerical methods
|
Fanaie, Nader |
|
|
22 |
2 |
p. 547-582 |
artikel |
12 |
Seismic behaviour of reinforced-masonry aggregate under different types of interaction between adjacent dwellings
|
Torres-Olivares, Sebastian |
|
|
22 |
2 |
p. 583-609 |
artikel |
13 |
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames
|
Rubio, Ricardo |
|
|
22 |
2 |
p. 461-486 |
artikel |
14 |
Seismic loss assessment for regional building portfolios considering empirical seismic vulnerability functions
|
Li, Si-Qi |
|
|
22 |
2 |
p. 487-517 |
artikel |
15 |
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges
|
Li, Jun |
|
|
22 |
2 |
p. 731-755 |
artikel |
16 |
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty
|
Nettis, Andrea |
|
|
22 |
2 |
p. 693-729 |
artikel |
17 |
Seismic site effect models for the Turkiye-Izmir-Bayrakli Basin
|
Cetin, Kemal Onder |
|
|
22 |
2 |
p. 303-328 |
artikel |
18 |
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation
|
Acharya, Vedatrayee |
|
|
22 |
2 |
p. 395-434 |
artikel |
19 |
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach
|
Liguori, Francesco S. |
|
|
22 |
2 |
p. 519-545 |
artikel |
20 |
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls
|
Bernardo, Vasco |
|
|
22 |
2 |
p. 435-459 |
artikel |