Modelling of tuned liquid damper with submerged nets

Shigehiko Kaneko, M. Ishikawa

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

Abstract

An analytical model for describing the effectiveness of Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. Dissipation energy due to the liquid motion under sinusoidal excitations is calculated based on nonlinear shallow water wave theory. In particular, the effects of hydraulic resistance produced by nets installed in a tank on the performance of TLDs are examined. The results of dissipation energy theoretically obtained are confirmed by experiments. To show the effectiveness of the proposed analytical model for TLD-structure interaction problems, the case in which TLD with nets is installed on top of a pylon of a cable-stayed bridge is described and the calculated results are compared with the experimental data. In the calculation, it is shown that the optimal damping factor as is the case for tuned mass dampers (TMD) can be produced by the nets and the effectiveness of TLD with nets are demonstrated.

Original languageEnglish
Title of host publicationFundamental Aspects of Fluid-Structure Interactions
PublisherPubl by ASME
Pages185-203
Number of pages19
ISBN (Print)0791810844
Publication statusPublished - 1992 Dec 1
Externally publishedYes
EventWinter Annual Meeting of the American Society of Mechanical Engineers - Anaheim, CA, USA
Duration: 1992 Nov 81992 Nov 13

Publication series

NameAmerican Society of Mechanical Engineers, Applied Mechanics Division, AMD
Volume151
ISSN (Print)0160-8835

Other

OtherWinter Annual Meeting of the American Society of Mechanical Engineers
CityAnaheim, CA, USA
Period92/11/892/11/13

Fingerprint

Liquids
Analytical models
Energy dissipation
Cable stayed bridges
Water waves
Damping
Hydraulics
Experiments

ASJC Scopus subject areas

  • Mechanical Engineering

Cite this

Kaneko, S., & Ishikawa, M. (1992). Modelling of tuned liquid damper with submerged nets. In Fundamental Aspects of Fluid-Structure Interactions (pp. 185-203). (American Society of Mechanical Engineers, Applied Mechanics Division, AMD; Vol. 151). Publ by ASME.

Modelling of tuned liquid damper with submerged nets. / Kaneko, Shigehiko; Ishikawa, M.

Fundamental Aspects of Fluid-Structure Interactions. Publ by ASME, 1992. p. 185-203 (American Society of Mechanical Engineers, Applied Mechanics Division, AMD; Vol. 151).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kaneko, S & Ishikawa, M 1992, Modelling of tuned liquid damper with submerged nets. in Fundamental Aspects of Fluid-Structure Interactions. American Society of Mechanical Engineers, Applied Mechanics Division, AMD, vol. 151, Publ by ASME, pp. 185-203, Winter Annual Meeting of the American Society of Mechanical Engineers, Anaheim, CA, USA, 92/11/8.
Kaneko S, Ishikawa M. Modelling of tuned liquid damper with submerged nets. In Fundamental Aspects of Fluid-Structure Interactions. Publ by ASME. 1992. p. 185-203. (American Society of Mechanical Engineers, Applied Mechanics Division, AMD).
Kaneko, Shigehiko ; Ishikawa, M. / Modelling of tuned liquid damper with submerged nets. Fundamental Aspects of Fluid-Structure Interactions. Publ by ASME, 1992. pp. 185-203 (American Society of Mechanical Engineers, Applied Mechanics Division, AMD).
@inproceedings{85842dfa3df545c2995b90a1f41874d1,
title = "Modelling of tuned liquid damper with submerged nets",
abstract = "An analytical model for describing the effectiveness of Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. Dissipation energy due to the liquid motion under sinusoidal excitations is calculated based on nonlinear shallow water wave theory. In particular, the effects of hydraulic resistance produced by nets installed in a tank on the performance of TLDs are examined. The results of dissipation energy theoretically obtained are confirmed by experiments. To show the effectiveness of the proposed analytical model for TLD-structure interaction problems, the case in which TLD with nets is installed on top of a pylon of a cable-stayed bridge is described and the calculated results are compared with the experimental data. In the calculation, it is shown that the optimal damping factor as is the case for tuned mass dampers (TMD) can be produced by the nets and the effectiveness of TLD with nets are demonstrated.",
author = "Shigehiko Kaneko and M. Ishikawa",
year = "1992",
month = "12",
day = "1",
language = "English",
isbn = "0791810844",
series = "American Society of Mechanical Engineers, Applied Mechanics Division, AMD",
publisher = "Publ by ASME",
pages = "185--203",
booktitle = "Fundamental Aspects of Fluid-Structure Interactions",

}

TY - GEN

T1 - Modelling of tuned liquid damper with submerged nets

AU - Kaneko, Shigehiko

AU - Ishikawa, M.

PY - 1992/12/1

Y1 - 1992/12/1

N2 - An analytical model for describing the effectiveness of Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. Dissipation energy due to the liquid motion under sinusoidal excitations is calculated based on nonlinear shallow water wave theory. In particular, the effects of hydraulic resistance produced by nets installed in a tank on the performance of TLDs are examined. The results of dissipation energy theoretically obtained are confirmed by experiments. To show the effectiveness of the proposed analytical model for TLD-structure interaction problems, the case in which TLD with nets is installed on top of a pylon of a cable-stayed bridge is described and the calculated results are compared with the experimental data. In the calculation, it is shown that the optimal damping factor as is the case for tuned mass dampers (TMD) can be produced by the nets and the effectiveness of TLD with nets are demonstrated.

AB - An analytical model for describing the effectiveness of Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. Dissipation energy due to the liquid motion under sinusoidal excitations is calculated based on nonlinear shallow water wave theory. In particular, the effects of hydraulic resistance produced by nets installed in a tank on the performance of TLDs are examined. The results of dissipation energy theoretically obtained are confirmed by experiments. To show the effectiveness of the proposed analytical model for TLD-structure interaction problems, the case in which TLD with nets is installed on top of a pylon of a cable-stayed bridge is described and the calculated results are compared with the experimental data. In the calculation, it is shown that the optimal damping factor as is the case for tuned mass dampers (TMD) can be produced by the nets and the effectiveness of TLD with nets are demonstrated.

UR - http://www.scopus.com/inward/record.url?scp=0026971072&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0026971072&partnerID=8YFLogxK

M3 - Conference contribution

SN - 0791810844

T3 - American Society of Mechanical Engineers, Applied Mechanics Division, AMD

SP - 185

EP - 203

BT - Fundamental Aspects of Fluid-Structure Interactions

PB - Publ by ASME

ER -