61 citations as recorded by crossref.

1. Recommendations for the quantitative analysis of landslide risk J. Corominas et al. 10.1007/s10064-013-0538-8
2. VIGIRISKS platform, a web-tool for single and multi-hazard risk assessment C. Negulescu et al. 10.1007/s11069-022-05567-6
3. Damage Assessment Through the Use of SBAS-DInsar Data: An Application to the “Vittorino da Feltre” Masonry School Building in Rome A. Miano et al. 10.1080/15583058.2023.2213188
4. Empirical fragility and vulnerability curves for buildings exposed to slow-moving landslides at medium and large scales D. Peduto et al. 10.1007/s10346-017-0826-7
5. Deterministic and probabilistic analyses of the 3D response of masonry buildings to imposed settlement troughs S. Ferlisi et al. 10.1080/17499518.2019.1658880
6. Settlement predictions of footings on sands using probabilistic analysis F. Bungenstab & K. Bicalho 10.1016/j.jrmge.2015.08.009
7. Fragility curves for different classes of existing RC buildings under ground differential settlements A. Miano et al. 10.1016/j.engstruct.2022.114077
8. A general framework and related procedures for multiscale analyses of DInSAR data in subsiding urban areas D. Peduto et al. 10.1016/j.isprsjprs.2015.04.001
9. Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy) S. Ferlisi et al. 10.1007/s10346-020-01482-8
10. Vulnerability assessment for reinforced concrete buildings exposed to landslides O. Mavrouli et al. 10.1007/s10064-014-0573-0
11. Vulnerability Assessment of Buildings due to Land Subsidence Using InSAR Data in the Ancient Historical City of Pistoia (Italy) P. Ezquerro et al. 10.3390/s20102749
12. A probabilistic approach for landslide hazard analysis S. Lari et al. 10.1016/j.enggeo.2014.07.015
13. Progressive failure of buildings under landslide impact H. Luo et al. 10.1007/s10346-019-01164-0
14. Fragility curves for thin-walled cold-formed steel wall frames affected by ground settlements due to land subsidence L. Hernández-Castillo et al. 10.1016/j.tws.2014.11.010
15. Towards the vulnerability assessment of low-code RC frame buildings at precarious slopes subjected to rainfall induced landslide hazard S. Fotopoulou & K. Pitilakis 10.1016/j.istruc.2021.07.074
16. Toward NLFEA-based fragility curves for unreinforced masonry buildings exposed to subsidence A. Prosperi et al. 10.1016/j.jobe.2025.113676
17. Probabilistic analysis of settlement-induced damage to bridges in the city of Amsterdam (The Netherlands) D. Peduto et al. 10.1016/j.trgeo.2018.01.002
18. Seismic fragility analysis of coupled building‐slope systems D. Raj et al. 10.1002/eqe.4014
19. Full-scale experimental and numerical study about structural behaviour of a thin-walled cold-formed steel building affected by ground settlements due to land subsidence J. Ortiz et al. 10.5194/piahs-372-141-2015
20. Vulnerability assessment of reinforced concrete buildings subjected to seismically triggered slow-moving earth slides S. Fotopoulou & K. Pitilakis 10.1007/s10346-012-0345-5
21. Stabilization Methodology in Foundation Soils by ERT-3D Application in Estepona, South Spain A. Gutiérrez-Martín et al. 10.3390/app11104455
22. A methodological approach of QRA for slow-moving landslides at a regional scale F. Caleca et al. 10.1007/s10346-022-01875-x
23. Integrated Approach for Landslide Risk Assessment Using Geoinformation Tools and Field Data in Hindukush Mountain Ranges, Northern Pakistan N. Shah et al. 10.3390/su15043102
24. A Geotechnical Analysis to Assess the Effect of Slow-Moving Landslides on Historic Masonry Churches C. Ferrero et al. 10.1080/15583058.2022.2125354
25. Vulnerability assessment of low-code reinforced concrete frame buildings subjected to liquefaction-induced differential displacements S. Fotopoulou et al. 10.1016/j.soildyn.2018.04.010
26. Integrated Procedure for Monitoring and Assessment of Linear Infrastructures Safety (I-Pro MONALISA) Affected by Slope Instability D. Infante et al. 10.3390/app9245535
27. Assessment of the physical vulnerability of buildings affected by slow-moving landslides Q. Chen et al. 10.5194/nhess-20-2547-2020
28. Vulnerability of buildings to landslides: The state of the art and future needs H. Luo et al. 10.1016/j.earscirev.2023.104329
29. Damage to Buildings in Large Slope Rock Instabilities Monitored with the PSInSAR™ Technique P. Frattini et al. 10.3390/rs5104753
30. Nonlinear interaction behaviour of infilled frame-isolated footings-soil system subjected to seismic loading R. Agrawal & M. Hora 10.12989/sem.2012.44.1.085
31. Updating of the seismic fragility curves for RC buildings subjected to slow-moving settlements A. Miano et al. 10.1016/j.jobe.2024.108907
32. Seismic performance and fragility curves of historical residential buildings in Lisbon downtown affected by settlements R. Couto et al. 10.1007/s10518-020-00906-z
33. Seismic fragility analysis of steel moment-resisting frame structure with differential settlement C. Bao et al. 10.1016/j.soildyn.2020.106526
34. Investigating the Behaviour of Buildings with Different Foundation Types on Soft Soils: Two Case Studies in the Netherlands D. Peduto et al. 10.1016/j.proeng.2016.08.484
35. Hazard and population vulnerability analysis: a step towards landslide risk assessment F. Murillo-García et al. 10.1007/s11629-016-4179-9
36. Simple approach to evaluate the influence of seismic residual displacements on post-liquefaction settlements of RC-frames E. Grande et al. 10.1016/j.istruc.2022.01.022
37. Physical vulnerability of masonry building to the slow-moving landslide: insight from numerical simulation H. Wang & J. Mao 10.3389/feart.2025.1591525
38. Evaluation of seismic hazard for the assessment of historical elements at risk: description of input and selection of intensity measures J. Douglas et al. 10.1007/s10518-014-9606-0
39. Estimation of the potential relevance of differential settlements in earthquake-induced liquefaction damage assessment F. Gómez-Martínez et al. 10.1016/j.engstruct.2020.110232
40. Multi-scale debris flow vulnerability assessment and direct loss estimation of buildings in the Eastern Italian Alps R. Ciurean et al. 10.1007/s11069-016-2612-6
41. Vulnerability assessment of RC buildings to lateral spreading F. Somma et al. 10.1007/s10518-020-00847-7
42. Fragility curves for reinforced concrete buildings to seismically triggered slow-moving slides S. Fotopoulou & K. Pitilakis 10.1016/j.soildyn.2013.01.004
43. Fragility and vulnerability curves of masonry buildings on slow-moving landslides: A comparative study on intensity parameters from MT-InSAR X. Zhang et al. 10.1016/j.enggeo.2025.108212
44. Quantitative risk assessment of the Shilongmen reservoir landslide in the Three Gorges area of China T. Zeng et al. 10.1007/s10064-023-03242-z
45. A novel clay shrink-swell buildings damage model: From unstructured insurance data to the creation of buildings database, and the proposition of damage severity scale N. Mzungu et al. 10.1016/j.ijdrr.2025.105636
46. Vulnerability assessment of reinforced concrete buildings at precarious slopes subjected to combined ground shaking and earthquake induced landslide S. Fotopoulou & K. Pitilakis 10.1016/j.soildyn.2016.12.007
47. Deep Neural Networks for the Estimation of Masonry Structures Failures under Rockfalls O. Mavrouli et al. 10.3390/geosciences13060156
48. Sustainable Risk Mapping of High-Speed Rail Networks Through PS-InSAR and Geospatial Analysis S. Lee et al. 10.3390/su17157064
49. Multi-scale analysis of settlement-induced building damage using damage surveys and DInSAR data: A case study in The Netherlands D. Peduto et al. 10.1016/j.enggeo.2016.12.018
50. The Effect of Soil Liquefaction and Lateral Spreading to the Seismic Vulnerability of RC Frame Buildings Considering SSI S. Karafagka et al. 10.1080/13632469.2023.2193658
51. NLFEA Damage Assessment of RC Framed Buildings Subjected to Column Settlements E. Michelini et al. 10.1016/j.prostr.2024.09.269
52. Quantitative analysis of consequences to masonry buildings interacting with slow-moving landslide mechanisms: a case study D. Peduto et al. 10.1007/s10346-018-1014-0
53. Probabilistic assessment of the vulnerability of reinforced concrete buildings subjected to earthquake induced landslides S. Fotopoulou & K. Pitilakis 10.1007/s10518-017-0175-x
54. Landslide-Induced Damage Probability Estimation Coupling InSAR and Field Survey Data by Fragility Curves M. Del Soldato et al. 10.3390/rs11121486
55. Monitoring Buildings at Landslide Risk With SAR: A Methodology Based on the Use of Multipass Interferometric Data C. Noviello et al. 10.1109/MGRS.2019.2963140
56. Multi-hazard vulnerability of buildings to debris flows H. Luo et al. 10.1016/j.enggeo.2020.105859
57. Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis F. Portioli & L. Cascini 10.1016/j.engstruct.2016.02.002
58. Quantification of model uncertainty in debris flow vulnerability assessment U. Eidsvig et al. 10.1016/j.enggeo.2014.08.006
59. Fragility curves for masonry structures submitted to permanent ground displacements and earthquakes C. Negulescu et al. 10.1007/s11069-014-1253-x
60. A CONCEPTUAL STUDY ON METHODOLOGIES FOR LANDSLIDE HAZARD: INVENTORIES, SUSCEPTIBILITY, VULNERABILITY, AND RISK ANALYSIS A. Taye & R. Tamang 10.29121/granthaalayah.v13.i4.2025.6139
61. A simplified early-warning system for imminent landslide prediction based on failure index fragility curves developed through numerical analysis U. Ozturk et al. 10.1080/19475705.2015.1058863