43 citations as recorded by crossref.

1. The relationship between permanent period shift ratio and ductility ratio B. Li et al. 10.1016/j.jobe.2025.112713
2. Constant damage inelastic permanent period shift ratios spectra B. Li et al. 10.1016/j.engstruct.2024.117658
3. Experience in the use of seismic recording of vibrations from trains to evaluate the condition of buildings and structures N. Kapustyan et al. 10.21780/2223-9731-2017-76-5-281-287
4. Ambient Vibration Tests of an Arch Dam with Different Reservoir Water Levels: Experimental Results and Comparison with Finite Element Modelling S. Calcina et al. 10.1155/2014/692709
5. Parametric pushover curve model for seismic performance assessment of building stock N. Fazarinc et al. 10.1007/s10518-023-01821-9
6. Effect on RC buildings of 6 February 2023 Turkey earthquake doublets and new doctrines for seismic design M. Ozturk et al. 10.1016/j.engfailanal.2023.107521
7. Fundamental period elongation of a RC building during the Pollino seismic swarm sequence M. Gallipoli et al. 10.1016/j.csse.2016.05.005
8. Fragility Curves of Existing RC Buildings Based on Specific Structural Performance Levels M. Vona 10.4236/ojce.2014.42011
9. Structural health monitoring of the Ferrara University before and after the 2012 Emilia (Italy) earthquake, and after the damage repairs M. Gallipoli et al. 10.1177/1475921719866439
10. Seismic Damage “Semaphore” Based on the Fundamental Period Variation: A Probabilistic Seismic Demand Assessment of Steel Moment-Resisting Frames S. Díaz et al. 10.3390/buildings13041009
11. Numerical evaluation of period elongation for the assessment of seismic damage and usability of RC residential buildings M. Di Domenico et al. 10.1016/j.prostr.2023.01.025
12. Empirical Period-Height Relationship for reinforced Concrete Moment Resisting Buildings in India S. Kewate & M. Murudi 10.1088/1757-899X/481/1/012018
13. Seismic response of Beirut (Lebanon) buildings: instrumental results from ambient vibrations C. Salameh et al. 10.1007/s10518-016-9920-9
14. Prediction of the fundamental period of infilled RC framed structures considering the maximum inter-story drift at different design limit states R. Ditommaso et al. 10.1016/j.istruc.2024.106422
15. Seismic resonance vulnerability assessment for different structural systems through soil characterization: application in Guadalajara city, Mexico H. Salgado-M et al. 10.1007/s11069-024-06943-0
16. Dynamic Characteristics and Target Displacement of Damaged and Retrofitted Residential Buildings Using Ambient Vibration Tests Following Sarpol-e Zahab (Iran) Earthquake (MW 7.3) M. Khanmohammadi et al. 10.1080/13632469.2021.1911880
17. Effect of Damage on Natural Vibration Characteristics of Large Semi-cushion Spiral Case Structure B. Xu & H. Xia 10.1007/s13369-018-3251-x
18. Estimation of the behavior factor of existing RC-MRF buildings M. Vona & M. Mastroberti 10.1007/s11803-018-0434-0
19. Characterization of URM buildings and evaluation of damages in a historical center for the seismic risk mitigation and emergency management M. Vona et al. 10.1016/j.ijdrr.2017.05.008
20. Identification of the structural model and analysis of the global seismic behaviour of a RC damaged building A. Di Cesare et al. 10.1016/j.soildyn.2014.06.005
21. Site - building resonance response in a complex geological setting: Ground motions recorded in the centre of Paleohora Basin and at a rock fractured outcrop site close to the basin edge (SW Crete, Greece) M. Moisidi 10.1016/j.pce.2017.01.007
22. Hasar Görebilirliğin Hakim Periyoda Bağlı Belirlenmesi İçin Bir Yaklaşım: Çanakkale İl Merkezi Örneği K. Bozdoğan & S. Aktan 10.60093/jiciviltech.1485402
23. Near-Real-Time Damage Estimation for Buildings Based on Strong-Motion Recordings: An Application to Target Areas in Northeastern Italy C. Scaini et al. 10.1785/0220200430
24. Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies G. Falcone et al. 10.1016/j.soildyn.2020.106361
25. Soil-building resonance effect in the urban area of Villa d’Agri (Southern Italy) G. Gangone et al. 10.1007/s10518-023-01644-8
26. The different response of apparently identical structures: a far-field lesson from the Mirandola 20th May 2012 earthquake S. Castellaro et al. 10.1007/s10518-013-9505-9
27. Evaluation of Medium-Rise Reinforced Concrete Building Performance under Low Intensity Earthquake Effect R. Ismail et al. 10.4028/www.scientific.net/AMM.661.106
28. Ground Motion Recording-Based Validation of Capacity Curves for High-Rise Reinforced Concrete Structures in Romania Constructed Before 1977 F. Pavel 10.3390/buildings15040549
29. Retrofitting RC infills by a glass fiber mesh reinforced overlay and steel dowels: experimental and numerical study L. Facconi & F. Minelli 10.1016/j.conbuildmat.2019.117133
30. Elimination of a measurement problem: A robust prediction model for missing eigenvector value to assess earthquake induced out-of-plane failure of infill wall O. Onat & B. Yön 10.1016/j.measurement.2019.05.001
31. A spectral assessment for instant preliminary evaluation of structures after seismic events M. Rabiepour et al. 10.1177/87552930241246151
32. Dynamic characteristics of Canada's Parliament Hill towers from ambient vibrations and recorded earthquake data M. Kolaj & J. Adams 10.1139/cjce-2018-0474
33. Ground‐Motion Amplifications in Small‐Size Hills: Case Study of Gokgang‐ri, South Korea, during the 2017 ML 5.4 Pohang Earthquake Sequence S. Kang et al. 10.1785/0120190064
34. A period-height relationship for newly constructed mid-rise reinforced concrete buildings in Turkey O. Kaplan et al. 10.1016/j.engstruct.2020.111807
35. Thinking about resilient cities: studying Italian earthquakes M. Vona et al. 10.1680/udap.14.00007
36. Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) part 1: Damage types and damage states M. Khanmohammadi et al. 10.1016/j.soildyn.2023.108121
37. Evaluation of Finite Element Programs Used in the Design of Reinforced Concrete Frame Buildings in the Context of Period, Base Shear Force and Relative story drift in TBEC-2019 Y. UYSAL et al. 10.29137/umagd.1102613
38. A simplified formula for the determination of the fundamental period of mixed structures with vertical combination of different seismic resisting systems A. Saadatkhah et al. 10.1016/j.istruc.2022.11.091
39. Ambient noise HVSR measurements in the Avellino historical centre and surrounding area (southern Italy). Correlation with surface geology and damage caused by the 1980 Irpinia-Basilicata earthquake R. Maresca et al. 10.1016/j.measurement.2018.08.015
40. Parameters affecting the fundamental period of infilled RC frame structures P. Asteris et al. 10.12989/eas.2015.9.5.999
41. Damage Assessment of High-Rise Reinforced Concrete Buildings in Peninsular Malaysia Subjected to Ranau Earthquake R. Ismail et al. 10.1088/1757-899X/513/1/012020
42. Transport Infrastructure SHM Using Integrated SAR Data and On-Site Vibrational Acquisitions: “Ponte Della Musica–Armando Trovajoli” Case Study F. Ponzo et al. 10.3390/app11146504
43. Exploring the effective implementation of population-based SHM in existing buildings. Part II: Damage-feature classification for decision-making A. Astorga et al. 10.1016/j.engstruct.2024.118368