{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,9,29]],"date-time":"2026-09-29T17:58:25Z","timestamp":1790704705171,"version":"4.1.0"},"reference-count":43,"publisher":"MDPI AG","issue":"19","license":[{"start":{"date-parts":[[2026,9,23]],"date-time":"2026-09-23T00:00:00Z","timestamp":1790121600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100007128","name":"Shaanxi Provincial Natural Science Foundation","doi-asserted-by":"publisher","award":["2026JC-YBMS-0587"],"award-info":[{"award-number":["2026JC-YBMS-0587"]}],"id":[{"id":"10.13039\/501100007128","id-type":"DOI","asserted-by":"publisher"}]},{"name":"State Key Laboratory of Materials Processing and Die & Mould Technology, Huazhong University of Science and Technology","award":["P2025-028"],"award-info":[{"award-number":["P2025-028"]}],"id":[{"id":"https:\/\/ror.org\/00p991c53","id-type":"ROR","asserted-by":"crossref"}]},{"award":["P2025-028"],"award-info":[{"award-number":["P2025-028"]}],"id":[{"id":"https:\/\/ror.org\/00p991c53","id-type":"ROR","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Sensors"],"abstract":"<jats:p>The behavior of anchor cables in response to stress disturbances directly influences the effectiveness and interference resistance of their support system. This study developed and executed a non-destructive testing method to evaluate and compare the dynamic responses of anchor cables made from various materials under stress disturbances. The methodology utilized two vibration sensors in conjunction with a single data acquisition instrument. The vibration sensors were responsible for capturing the vibrational signals of the anchor cable, while the acquisition instrument facilitated synchronous data collection. The anti-interference ability was compared by the collected vibration signals of different anchor cables under the influence of the same stress disturbance. The results showed that the IREA anchor cable exhibited lower vibration intensity and stronger anti-interference ability than the ordinary anchor cable under the same stress disturbance, which could be quantitatively compared by the proposed method. Across 16 disturbance events, the vibration amplitude ratio of the ordinary anchor cable to the IREA anchor cable ranged from 1.3 to 5.3, with an average ratio of 2.45. The method was conceptually straightforward and easily implementable, and the field measurement data demonstrated promising results.<\/jats:p>","DOI":"10.3390\/s26196034","type":"journal-article","created":{"date-parts":[[2026,9,23]],"date-time":"2026-09-23T14:03:26Z","timestamp":1790172206000},"page":"6034","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["Vibration Signal-Based Non-Destructive Evaluation on Dynamic Vibration Characteristics and Anti-Disturbance Performance of Underground Coal Mine Anchor Cables"],"prefix":"10.3390","volume":"26","author":[{"given":"Jianju","family":"Ren","sequence":"first","affiliation":[{"name":"School of Resource Engineering, Xi\u2019an University of Architecture and Technology, Xi\u2019an 710055, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"conceptualization","vocabulary":"credit"},{"role":"formal-analysis","vocabulary":"credit"}]},{"given":"Bao","family":"Zhang","sequence":"additional","affiliation":[{"name":"School of Resource Engineering, Xi\u2019an University of Architecture and Technology, Xi\u2019an 710055, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"software","vocabulary":"credit"},{"role":"methodology","vocabulary":"credit"}]},{"given":"Xinyi","family":"Liu","sequence":"additional","affiliation":[{"name":"School of Smart City Engineering, Qingdao Huanghai University, Qingdao 266427, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"validation","vocabulary":"credit"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4328-5301","authenticated-orcid":false,"given":"Wenlong","family":"Zhang","sequence":"additional","affiliation":[{"name":"School of Smart City Engineering, Qingdao Huanghai University, Qingdao 266427, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"writing-original-draft","vocabulary":"credit"},{"role":"writing-review-editing","vocabulary":"credit"},{"role":"conceptualization","vocabulary":"credit"}]},{"given":"Yaqi","family":"Zhou","sequence":"additional","affiliation":[{"name":"School of Smart City Engineering, Qingdao Huanghai University, Qingdao 266427, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"resources","vocabulary":"credit"}]},{"given":"Ruitao","family":"Zhou","sequence":"additional","affiliation":[{"name":"School of Information Science and Engineering, Qingdao Huanghai University, Qingdao 266427, China"},{"name":"Beijing Key Laboratory of Super Intelligent Technology for Urban Architecture, Beijing University of Civil Engineering and Architecture, Beijing 102616, China"}],"role":[{"vocabulary":"crossref","role":"author"},{"role":"data-curation","vocabulary":"credit"}]}],"member":"1968","published-online":{"date-parts":[[2026,9,23]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"4973","DOI":"10.1007\/s12205-024-1866-x","article-title":"Shaking Table Model Tests and Stability Analysis of Slopes Reinforced with New Anti-Seismic Anchor Cables","volume":"28","author":"Gao","year":"2024","journal-title":"KSCE J. 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