Suppression of transverse vibration of elevator rope using vertical vibration of counterweight
An elevator rope for high-rise building is forcibly excited by the displacement of the building caused by earthquakes and wind forces. In high-rise building, the elevator rope may resonate with the natural frequency of the building; hence, effective solution to reduce the rope displacement is demand...
| Main Authors: | , , |
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| Format: | Article |
| Language: | Japanese |
| Published: |
The Japan Society of Mechanical Engineers
2015-06-01
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| Series: | Nihon Kikai Gakkai ronbunshu |
| Subjects: | |
| Online Access: | https://www.jstage.jst.go.jp/article/transjsme/81/827/81_15-00102/_pdf/-char/en |
| _version_ | 1797988669517201408 |
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| author | Ibuki HIROSE Hiroyuki KIMURA Kou OGAWA |
| author_facet | Ibuki HIROSE Hiroyuki KIMURA Kou OGAWA |
| author_sort | Ibuki HIROSE |
| collection | DOAJ |
| description | An elevator rope for high-rise building is forcibly excited by the displacement of the building caused by earthquakes and wind forces. In high-rise building, the elevator rope may resonate with the natural frequency of the building; hence, effective solution to reduce the rope displacement is demanded. In this paper, a method to suppress the transverse vibration of elevator rope using vertical vibration of counterweight is proposed. Rope lateral vibration is controlled by fluctuating rope tension using up-and-down motion of this counterweight. Finite difference analyses of rope vibration with counterweight are performed to verify the validity of this method. Experiments involving forced vibration of a rope whose length is constant are performed. In the experiments, guide bar is used to suppress the rotation motion of the rope. As a result, rope sway is reduced to about 1/2, when the cage is stopped. The optimal natural frequency of vertical vibration of counterweight is about 2 times of the natural frequency of the rope lateral vibration. |
| first_indexed | 2024-04-11T08:07:54Z |
| format | Article |
| id | doaj.art-333c2dd7e8b2437ebd834d8b1348600a |
| institution | Directory Open Access Journal |
| issn | 2187-9761 |
| language | Japanese |
| last_indexed | 2024-04-11T08:07:54Z |
| publishDate | 2015-06-01 |
| publisher | The Japan Society of Mechanical Engineers |
| record_format | Article |
| series | Nihon Kikai Gakkai ronbunshu |
| spelling | doaj.art-333c2dd7e8b2437ebd834d8b1348600a2022-12-22T04:35:28ZjpnThe Japan Society of Mechanical EngineersNihon Kikai Gakkai ronbunshu2187-97612015-06-018182715-0010215-0010210.1299/transjsme.15-00102transjsmeSuppression of transverse vibration of elevator rope using vertical vibration of counterweightIbuki HIROSE0Hiroyuki KIMURA1Kou OGAWA2Graduate School of Science and Engineering for Education, Toyama UniversityGraduate School of Science and Engineering for Reseach, Toyama UniversityFacuity of Engineering, Toyama UniversityAn elevator rope for high-rise building is forcibly excited by the displacement of the building caused by earthquakes and wind forces. In high-rise building, the elevator rope may resonate with the natural frequency of the building; hence, effective solution to reduce the rope displacement is demanded. In this paper, a method to suppress the transverse vibration of elevator rope using vertical vibration of counterweight is proposed. Rope lateral vibration is controlled by fluctuating rope tension using up-and-down motion of this counterweight. Finite difference analyses of rope vibration with counterweight are performed to verify the validity of this method. Experiments involving forced vibration of a rope whose length is constant are performed. In the experiments, guide bar is used to suppress the rotation motion of the rope. As a result, rope sway is reduced to about 1/2, when the cage is stopped. The optimal natural frequency of vertical vibration of counterweight is about 2 times of the natural frequency of the rope lateral vibration.https://www.jstage.jst.go.jp/article/transjsme/81/827/81_15-00102/_pdf/-char/enelevatorrope swayflexible structurecoupled vibrationfinite-difference methodforced vibration |
| spellingShingle | Ibuki HIROSE Hiroyuki KIMURA Kou OGAWA Suppression of transverse vibration of elevator rope using vertical vibration of counterweight Nihon Kikai Gakkai ronbunshu elevator rope sway flexible structure coupled vibration finite-difference method forced vibration |
| title | Suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| title_full | Suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| title_fullStr | Suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| title_full_unstemmed | Suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| title_short | Suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| title_sort | suppression of transverse vibration of elevator rope using vertical vibration of counterweight |
| topic | elevator rope sway flexible structure coupled vibration finite-difference method forced vibration |
| url | https://www.jstage.jst.go.jp/article/transjsme/81/827/81_15-00102/_pdf/-char/en |
| work_keys_str_mv | AT ibukihirose suppressionoftransversevibrationofelevatorropeusingverticalvibrationofcounterweight AT hiroyukikimura suppressionoftransversevibrationofelevatorropeusingverticalvibrationofcounterweight AT kouogawa suppressionoftransversevibrationofelevatorropeusingverticalvibrationofcounterweight |