The DOI matches its Crossref record; 29 of the 29 references it cites were found in a registry or an index.
Seismic control of irregular multistory buildings using active tendons considering soil–structure interaction effect
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
“Nazarimofrad and Zahrai [43] developed a mathematical model to control the behaviour of irregular buildings subjected to earthquakes by means of active tendons using the LQR algorithm taking into account the soil-structure interaction effect.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [43]
Citations
Cites
Ce, G. (2020) · Cited by 2,415
Soil-structure-interaction analysis in time domain
Wolf, J. P. (1989) · Nuclear Engineering and Design · doi:10.1016/0029-5493(89)90249-5 · Cited by 537
Soong, T. T. (1988) · Engineering Structures · doi:10.1016/0141-0296(88)90033-8 · Cited by 226
Farshidianfar, A., & Soheili, S. (2013) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2013.04.002 · Cited by 171
Foundation vibration analysis: a strength-of-materials approach
(2004) · Choice Reviews Online · doi:10.5860/choice.42-0328 · Cited by 167
Sliding mode and PID control of a structural system against earthquake
Güçlü, R. (2006) · Mathematical and Computer Modelling · doi:10.1016/j.mcm.2006.01.014 · Cited by 127
Fuzzy sliding-mode control of structures
Alli, H., & Yakut, O. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2004.10.007 · Cited by 95
Active Control of Structures Using Energy-Based LQR Method
Alavinasab, A., Moharrami, H., & Khajepour, A. (2006) · Computer-Aided Civil and Infrastructure Engineering · doi:10.1111/j.1467-8667.2006.00460.x · Cited by 92
Vibration control of a tall building subjected to earthquake excitation
Wang, A.-P., & Lin, Y.-H. (2006) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2006.07.016 · Cited by 90
Stability analysis of active vibration control of building structures using PD/PID control
Thenozhi, S., & Yu, W. (2014) · Engineering Structures · doi:10.1016/j.engstruct.2014.09.042 · Cited by 81
Cited by
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“Nazarimofrad and Zahrai [43] developed a mathematical model to control the behaviour of irregular buildings subjected to earthquakes by means of active tendons using the LQR algorithm taking into account the soil-structure interaction effect.”
Background
Metadata
- Authors
- Nazarimofrad, E., & Zahrai, S. M.
- Affiliations
- Bu-Ali Sina University (IR)
- University of Tehran (IR)
- Corresponding author
- Zahrai, Seyed Mehdi
- Venue
- Soil Dynamics and Earthquake Engineering
- Publisher
- Elsevier BV
- Published
- 2016-10
- Volume
- 89
- Pages
- 100-115
- ISSN
- 0267-7261 (ISSN-L)
- OpenAlex
- W2518003959
- Cited by
- 29
- References
- 29
- Citations by year
- 2026: 1 · 2023: 3 · 2022: 6 · 2021: 5 · 2020: 5 · 2019: 2 · 2018: 2 · 2017: 5
- FWCI
- 4.08
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
- Locations
- Soil Dynamics and Earthquake Engineering (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Keywords
- seismic control, soil-structure interaction, irregular buildings, torsion, soft soil, multi-storey buildings, linear quadratic regulator, structural vibration control, earthquake response
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.
What counts as a claim ›How we measure confidence ›How we check this ›
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How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Seismic control of irregular multistory buildings using active tendons considering soil–structure interaction effect. https://app.cochat.ai/papers/10.1016/j.soildyn.2016.07.005
- The paper
- Nazarimofrad, E., & Zahrai, S. M. (2016). Seismic control of irregular multistory buildings using active tendons considering soil–structure interaction effect. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2016.07.005
Data sources
Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
