64 citations as recorded by crossref.

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3. Structural damages observed in state buildings after Simav/Turkey earthquake occurred on 19 May 2011 Y. Tama 10.5194/nhess-12-2709-2012
4. Seismic capacity evaluation of unreinforced masonry residential buildings in Albania H. Bilgin & O. Korini 10.5194/nhess-12-3753-2012
5. Seismic Performance and Failure Mechanisms of Reinforced Concrete Structures Subject to the Earthquakes in Türkiye E. Işık et al. 10.3390/su16156473
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8. Numerical Assessment of URM Infilled RC Frames Retrofitted With Near-Surface Mounted Reinforcing Steel Bars R. Soti et al. 10.3389/fbuil.2020.590302
9. Mechanical properties and durability of biobased fabric-reinforced lime composites intended for strengthening historical masonry structures A. Rakhsh Mahpour et al. 10.1016/j.conbuildmat.2024.134916
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11. Seismic Behavior and Vulnerability of Masonry Dwellings in Eastern Türkiye: A Comprehensive Analysis R. Oyguc 10.3390/app15105490
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15. Risk perception of local stakeholders on natural hazards: implications for theory and practice M. Mărgărint et al. 10.5194/nhess-21-3251-2021
16. Tensile behavior of Textile Reinforced Mortars made with Flax fabrics B. Paolillo et al. 10.1016/j.prostr.2024.09.385
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18. Torque Penetrometric Test for the in-situ characterisation of historical mortars: fracture mechanics interpretation and experimental validation D. Marastoni et al. 10.1016/j.conbuildmat.2017.09.120
19. Identification of buildings in Panama's Old Quarter (Casco Antiguo) with resonance potential during earthquakes I. Álvarez et al. 10.1016/j.istruc.2025.109601
20. Experimental and Numerical Study on the Seismic Performance of Base-Suspended Pendulum Isolation Structure L. Lu et al. 10.3390/buildings15152711
21. Experimentelle und analytische Untersuchung des out‐of‐plane‐Verhaltens von unbewehrten Mauerwerkswänden unter Erdbebenbelastung M. Lönhoff et al. 10.1002/dama.202000008
22. A case study on the updates of Turkish rapid visual screening methods for reinforced-concrete buildings E. IŞIK et al. 10.17678/beuscitech.1024140
23. Tensile behavior of flax textile reinforced lime-mortar: Influence of reinforcement amount and textile impregnation G. Ferrara et al. 10.1016/j.cemconcomp.2021.103984
24. Active Confinement of Masonry Walls with Stainless Steel Straps: The Effect of Strap Arrangement on the in-Plane Behavior of Strength, Poisson’s Ratio, and Pseudo-Ductility E. Ferretti 10.3390/buildings13123027
25. Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry I. Capanna et al. 10.3390/buildings11030120
26. Machine learning-based seismic vulnerability assessment of RC buildings: a feature selection perspective T. Kumar & M. Siddique 10.1007/s41062-025-02241-1
27. Experimental Study on the Structural Performance of Beam-Column Joints in Old Buildings without Designed Shear Reinforcement under Earthquake C. Dang & N. Dinh 10.4028/www.scientific.net/MSF.902.33
28. Source Parameters of the Mw 5.7 Pica Crustal Earthquake in Northern Chile C. Herrera et al. 10.1785/0220220001
29. Investigation of the Strength of Reinforced Masonry Walls Under the Effect of Earthquake using Geogrid A. Demiröz et al. 10.1007/s40098-025-01249-9
30. Untersuchungen zum Out‐of‐Plane‐Verhalten von nichttragenden Mauerwerkswänden in deutschen Erdbebengebieten L. Helm et al. 10.1002/dama.202210021
31. Generation of Fragility Curves for Typical RC Health Care Facilities: Emphasis on Hospitals in Turkey H. Bilgin 10.1061/(ASCE)CF.1943-5509.0000806
32. Field reconnaissance on seismic performance of buildings after the ML 7.2 earthquake of April 3, 2024 in Hualien, Taiwan M. Chuang et al. 10.1016/j.jobe.2025.113076
33. Numerical homogenization‐based seismic assessment of an English‐bond masonry prototype: Structural level application L. Silva et al. 10.1002/eqe.3267
34. Predicting the seismic performance of typical R/C healthcare facilities: emphasis on hospitals H. Bilgin & I. Frangu 10.1007/s40091-017-0164-y
35. Shear Strength of Unreinforced Masonry Walls Retrofitted with CFRP S. Elmalyh et al. 10.25046/aj050246
36. Assessment of Post-Earthquake Damage: St. Salvatore Church in Acquapagana, Central Italy G. Sferrazza Papa & B. Silva 10.3390/buildings8030045
37. Comparison of near and far-fault ground motion effects on low and mid-rise masonry buildings H. Bilgin & M. Hysenlliu 10.1016/j.jobe.2020.101248
38. Evaluation of mechanical behaviour of vegetal FRCM composites through the DIC technique: Effects of textile pre-impregnation and short flax fibres O. Agossou et al. 10.1016/j.conbuildmat.2024.138416
39. Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures A. Benedetti et al. 10.1080/13632469.2014.897274
40. Seismic assessment and loss estimation of existing school buildings in Italy G. O'Reilly et al. 10.1016/j.engstruct.2018.04.056
41. Horizontal PGA Estimates for Varying Deep Geological Conditions—A Case Study of Banja Luka B. Bulajić et al. 10.3390/app15126712
42. Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake G. Brandonisio et al. 10.1016/j.engfailanal.2013.01.021
43. Disaster recovery: narrating the resilience process in the reconstruction of L’Aquila (Italy) G. Forino 10.1080/00167223.2014.973056
44. Untersuchungen zum Out‐of‐Plane‐Verhalten von nichttragenden Mauerwerkswänden in deutschen Erdbebengebieten L. Helm et al. 10.1002/bate.202100060
45. Back calculation and model calibration for earthquake damaged bridges - a general procedure and its application to a highway viaduct P. Sebastiani et al. 10.1080/15732479.2015.1075050
46. Behavior of concrete masonry infills bounded by masonry frames subjected to in-plane lateral loading – Experimental study S. Roosta & Y. Liu 10.1016/j.engstruct.2021.113153
47. Seismic Structural Assessment of the Christchurch Catholic Basilica, New Zealand L. Silva et al. 10.1016/j.istruc.2018.06.004
48. Perception and Communication of Seismic Risk: The 6 April 2009 L'Aquila Earthquake Case Study F. Marincioni et al. 10.1193/1.3672928
49. Improving in-plane seismic response of unreinforced masonry walls using steel strips A. Darbhanzi et al. 10.1177/1369433220920995
50. Vulnerability models of brick and wood structures considering empirical seismic damage observations S. Li et al. 10.1016/j.istruc.2021.09.023
51. Diagonal shear behaviour of unreinforced masonry wallettes strengthened using twisted steel bars N. Ismail et al. 10.1016/j.conbuildmat.2011.04.063
52. Seismic behavior of self-centering steel connections with friction T-stubs Y. Qin et al. 10.1016/j.jcsr.2020.106263
53. Seismic fragility functions for code compliant and non-compliant RC SMRF structures in Pakistan N. Ahmad et al. 10.1007/s10518-018-0377-x
54. Conceptual design formulation and comparative assessment of a seismic retrofit procedure for existing RC structures based on combining member- and structure-level techniques C. Lima et al. 10.1016/j.istruc.2023.06.062
55. Out-of-plane loaded masonry walls retrofitted with oriented strand boards: Numerical analysis and influencing parameters J. Dauda et al. 10.1016/j.engstruct.2021.112683
56. Seismic performance validation for RC building structures damaged by Durres earthquake, Mw6.4, 26 November 2019, Albania M. Vitanova et al. 10.1007/s10518-022-01453-5
57. Evaluation of Services Provided During Three Major Earthquakes in Türkiye: A Phenomenological Study G. Usta & S. Şahinöz 10.1111/1468-5973.70078
58. Characterisation of the masonry building stock in Portugal for earthquake risk assessment H. Lovon et al. 10.1016/j.engstruct.2021.111857
59. Experimental and numerical studies of improving cyclic behavior of infilled reinforced concrete frame by prefabricated wall panels with sliding joints C. Zhang et al. 10.1016/j.jobe.2023.107524
60. Traditional T-F Masonries in the City Centre of L’Aquila – The Baraccato Aquilano A. Aloisio et al. 10.1080/15583058.2019.1624874
61. Seismic Performance of Prefabricated Constructional Columns Using Recycled Lump Concrete L. Zhou et al. 10.3390/buildings15040625
62. Diagonal shear behaviour of limestone masonry walls strengthened with jute-TRM composite systems A. Hyseni et al. 10.1016/j.conbuildmat.2025.140572
63. Vertical to Horizontal UHS Ratios for Low to Medium Seismicity Regions with Deep Soil atop Deep Geological Sediments—An Example of the City of Osijek, Croatia B. Bulajić et al. 10.3390/app11156782
64. Finite element analysis and hysteretic model of self-centering steel connection with dual energy dissipation mechanism Y. Qin et al. 10.1016/j.engstruct.2023.117238