The DOI matches its Crossref record; 70 of the 72 references it cites were found in a registry or an index.
Temperature effects on static and dynamic behavior of Consoli Palace in Gubbio, Italy
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
In the citing paper
“The temperature sensitivity of structural responses is the most widely studied aspect of EOCs on damage-sensitive features [147,148].”
From Effects of Environmental and Operational Conditions on Structural Health Monitoring and Non-Destructive Testing: A Systematic Review (2023) · cites this paper as [148]
Citations
Cites
A plastic-damage model for concrete
Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989) · International Journal of Solids and Structures · doi:10.1016/0020-7683(89)90050-4 · Cited by 4,477
Plastic-Damage Model for Cyclic Loading of Concrete Structures
Lee, J.-H., & Fenves, G. L. (1998) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1998)124:8(892 · Cited by 4,044
An introduction to structural health monitoring
Farrar, C. R., & Keith Worden, B. (2006) · Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences · doi:10.1098/rsta.2006.1928 · Cited by 2,745
Modal identification of output-only systems using frequency domain decomposition
Brincker, R., Zhang, L., & Andersen, P. (2001) · Smart Materials and Structures · doi:10.1088/0964-1726/10/3/303 · Cited by 1,841
Effects of environmental and operational variability on structural health monitoring
Sohn, H. (2007) · Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences · doi:10.1098/rsta.2006.1935 · Cited by 883
Review of NDT methods in the assessment of concrete and masonry structures
McCann, D. M., & Forde, M. C. (2001) · NDT & E International · doi:10.1016/s0963-8695(00)00032-3 · Cited by 699
Magalhães, F., Cunha, A., & Caetano, E. (2012) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2011.06.011 · Cited by 655
Structural damage diagnosis under varying environmental conditions—Part I: A linear analysis
Yan, A.-M., Kerschen, G., Boe, P. D., & Golinval, J. (2005) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2004.12.002 · Cited by 537
Online automatic identification of the modal parameters of a long span arch bridge
Magalhães, F., Cunha, Á., & Caetano, E. (2009) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2008.05.003 · Cited by 506
Fully automated (operational) modal analysis
Reynders, E. P. B., Houbrechts, J., & Roeck, G. D. (2012) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2012.01.007 · Cited by 473
Research works printed but not linked: 3
- N. Cavalagli, M. Gioffrè, V. Gusella, Structural monitoring of monumental buildings: the Basilica of Santa Maria Degli Angeli in Assisi (ITALY) COMPDYN 2015 – 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, (2015) pp. 2410–2422.
- Haessler, 1988, The Perugia (Italy) earthquake of 29th April 1984, a micro-earthquake survey, Bull. Seismol. Soc. Am., 78, 1948
- Clementi, 2017, Seismic assessment of a monumental building through nonlinear analysis of a 3D solid model, J. Earthquake Eng.
Cited by
Sorted by citations
Structural health monitoring research under varying temperature condition: a review
Han, Q., Ma, Q., Xu, J., & Liu, M. (2021) · Journal of Civil Structural Health Monitoring · doi:10.1007/s13349-020-00444-x · Cited by 190
Damage detection and monitoring in heritage masonry structures: Systematic review
Soleymani, A., Jahangir, H., & Nehdi, M. L. (2023) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2023.132402 · Cited by 138
García‐Macías, E., & Ubertini, F. (2020) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2020.106830 · Cited by 129
Self-citationValente, M. V., Milani, G., Grande, E., & Formisano, A. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.04.025 · Cited by 116
Model Updating of Historical Belfries Based on Oma Identification Techniques
Standoli, G., Giordano, E., Milani, G., & Clementi, F. (2020) · International Journal of Architectural Heritage · doi:10.1080/15583058.2020.1723735 · Cited by 113
Metadata
- Authors
- Kita, A., Cavalagli, N., & Ubertini, F.
- Affiliations
- University of Perugia (IT)
- Corresponding author
- Ubertini, Filippo
- Venue
- Mechanical Systems and Signal Processing
- Publisher
- Elsevier BV
- Published
- 2019-04
- Volume
- 120
- Pages
- 180-202
- ISSN
- 0888-3270 (ISSN-L)
- OpenAlex
- W2898347655
- Cited by
- 167
- References
- 72
- Citations by year
- 2026: 18 · 2025: 20 · 2024: 24 · 2023: 30 · 2022: 16 · 2021: 25 · 2020: 23 · 2019: 11
- FWCI
- 13.27
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Mechanical Systems and Signal Processing (publishedVersion)
- Funders
- HORIZON (700395)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Masonry and Concrete Structural Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Infrastructure Maintenance and Monitoring
- Keywords
- Gubbio, historic masonry buildings, ambient temperature effects, structural health monitoring, damage detection, natural frequencies, ambient vibration testing, dynamic regression, earthquake damage, material degradation, static and dynamic response, long-term monitoring
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
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