| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analyzing the effect of anisotropic spatial correlations of earthquake intensity measures on the result of seismic risk and resilience assessment of the portfolio of buildings and infrastructure systems
|
Abbasnejadfard, Morteza
|
|
|
19 |
14 |
p. 5791-5817
|
artikel
|
| 2 |
A novel data-driven force–displacement macro-model for nonlinear analysis of infilled frames: development, validation and reliability comparison
|
Di Trapani, Fabio
|
|
|
19 |
14 |
p. 6157-6186
|
artikel
|
| 3 |
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building
|
Tsiavos, Anastasios
|
|
|
19 |
14 |
p. 6027-6048
|
artikel
|
| 4 |
Crack width-based fragility curves for repairability of substandard beam-column joints
|
Yurdakul, Özgür
|
|
|
19 |
14 |
p. 6081-6111
|
artikel
|
| 5 |
Damage assessment of Shuanghe Confucian temple after Changning earthquake mainshock and aftershocks series
|
Bai, Wen
|
|
|
19 |
14 |
p. 5977-6001
|
artikel
|
| 6 |
Development of distributed tunable friction pendulum system (DTFPS) for semi-active control of base-isolated buildings
|
Zeng, Yi
|
|
|
19 |
14 |
p. 6243-6268
|
artikel
|
| 7 |
Disaggregation of probabilistic seismic hazard and construction of conditional spectrum for China
|
Ji, Kun
|
|
|
19 |
14 |
p. 5769-5789
|
artikel
|
| 8 |
Efficient design parameter selection for nonlinear bearings to achieve multi-objective optimization of seismic performance of girder bridges by utilizing the stochastic structural response of equivalent linear systems
|
He, Xinhao
|
|
|
19 |
14 |
p. 6213-6242
|
artikel
|
| 9 |
Empirical seismic vulnerability analysis of infrastructure systems in Nepal
|
Gautam, Dipendra
|
|
|
19 |
14 |
p. 6113-6127
|
artikel
|
| 10 |
Evaluation of timber floor in-plane retrofitting interventions on the seismic response of masonry structures by DEM analysis: a case study
|
Gubana, Alessandra
|
|
|
19 |
14 |
p. 6003-6026
|
artikel
|
| 11 |
Fragility estimation for global building classes using analysis of the Cambridge earthquake damage database (CEQID)
|
Spence, Robin
|
|
|
19 |
14 |
p. 5897-5916
|
artikel
|
| 12 |
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy
|
Nale, Marco
|
|
|
19 |
14 |
p. 6049-6079
|
artikel
|
| 13 |
haselREC: an automated open-source ground motion record selection and scaling tool
|
Zuccolo, Elisa
|
|
|
19 |
14 |
p. 5747-5767
|
artikel
|
| 14 |
Impact of exposure spatial resolution on seismic loss estimates in regional portfolios
|
Dabbeek, Jamal
|
|
|
19 |
14 |
p. 5819-5841
|
artikel
|
| 15 |
Numerical assessment of a slender structure damaged during October 30, 2020, İzmir earthquake in Turkey
|
Demir, Ali
|
|
|
19 |
14 |
p. 5871-5896
|
artikel
|
| 16 |
Numerical simulation of reinforced concrete shear walls using force-based fiber element method: effect of damping type and damping ratio
|
Karaton, Muhammet
|
|
|
19 |
14 |
p. 6129-6156
|
artikel
|
| 17 |
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges
|
Pang, Yutao
|
|
|
19 |
14 |
p. 6187-6211
|
artikel
|
| 18 |
Seismic behavior of innovative hybrid CLT-steel shear wall for mid-rise buildings
|
Carrero, Tulio
|
|
|
19 |
14 |
p. 5917-5951
|
artikel
|
| 19 |
Shake-table response simulation of a URM building specimen using discrete micro-models with varying degrees of detail
|
Calò, Mattia
|
|
|
19 |
14 |
p. 5953-5976
|
artikel
|
| 20 |
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges
|
Somala, Surendra Nadh
|
|
|
19 |
14 |
p. 5843-5869
|
artikel
|
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