Modeling of deep water type rectangular tuned liquid damper with submerged nets

Shigehiko Kaneko, Osamu Yoshida

Research output: Contribution to journalConference article

9 Citations (Scopus)

Abstract

An analytical model for describing the effectiveness of deep water type Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. TLD is a damping device for suppressing the vibration of long-period structures such as high-rise buildings, tall towers and the pylons of cable-stayed bridges. The damping force is created by the hydrodynamic force caused by the sloshing of water contained in rectangular tanks located on top of such structures. In this study, the dynamical model for analyzing deep water type TLD (DTLD) where the liquid depth is deep compared with the length of the rectangular tank is proposed. In particular, the effect of hydraulic resistance produced by submerged nets installed in the tank is examined intensively. In the analysis, employing finite amplitude wave theory, the hydrodynamic force and the dissipation energy are calculated by using Galerkin method taking the effect of submerged nets into account. The calculated results thus obtained are compared with experimental results, by which the validity of the modeling methodology is confirmed. Finally, the case in which DTLD with nets is installed on an actual structure is investigated both theoretically and experimentally and the the performance of DTLD is illustrated.

Original languageEnglish
Pages (from-to)31-42
Number of pages12
JournalAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
Volume272
Publication statusPublished - 1994 Jan 1
Externally publishedYes
EventProceedings of the 1994 Pressure Vessels and Piping Conference. Part 1 (of 19) - Minneapolis, MN, USA
Duration: 1994 Jun 191994 Jun 23

Fingerprint

Liquids
Vibrations (mechanical)
Water
Hydrodynamics
Damping
Liquid sloshing
Cable stayed bridges
Tall buildings
Galerkin methods
Towers
Analytical models
Energy dissipation
Hydraulics

ASJC Scopus subject areas

  • Mechanical Engineering

Cite this

@article{a68440956e9340b0bd7b008d142bb827,
title = "Modeling of deep water type rectangular tuned liquid damper with submerged nets",
abstract = "An analytical model for describing the effectiveness of deep water type Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. TLD is a damping device for suppressing the vibration of long-period structures such as high-rise buildings, tall towers and the pylons of cable-stayed bridges. The damping force is created by the hydrodynamic force caused by the sloshing of water contained in rectangular tanks located on top of such structures. In this study, the dynamical model for analyzing deep water type TLD (DTLD) where the liquid depth is deep compared with the length of the rectangular tank is proposed. In particular, the effect of hydraulic resistance produced by submerged nets installed in the tank is examined intensively. In the analysis, employing finite amplitude wave theory, the hydrodynamic force and the dissipation energy are calculated by using Galerkin method taking the effect of submerged nets into account. The calculated results thus obtained are compared with experimental results, by which the validity of the modeling methodology is confirmed. Finally, the case in which DTLD with nets is installed on an actual structure is investigated both theoretically and experimentally and the the performance of DTLD is illustrated.",
author = "Shigehiko Kaneko and Osamu Yoshida",
year = "1994",
month = "1",
day = "1",
language = "English",
volume = "272",
pages = "31--42",
journal = "American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP",
issn = "0277-027X",
publisher = "American Society of Mechanical Engineers(ASME)",

}

TY - JOUR

T1 - Modeling of deep water type rectangular tuned liquid damper with submerged nets

AU - Kaneko, Shigehiko

AU - Yoshida, Osamu

PY - 1994/1/1

Y1 - 1994/1/1

N2 - An analytical model for describing the effectiveness of deep water type Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. TLD is a damping device for suppressing the vibration of long-period structures such as high-rise buildings, tall towers and the pylons of cable-stayed bridges. The damping force is created by the hydrodynamic force caused by the sloshing of water contained in rectangular tanks located on top of such structures. In this study, the dynamical model for analyzing deep water type TLD (DTLD) where the liquid depth is deep compared with the length of the rectangular tank is proposed. In particular, the effect of hydraulic resistance produced by submerged nets installed in the tank is examined intensively. In the analysis, employing finite amplitude wave theory, the hydrodynamic force and the dissipation energy are calculated by using Galerkin method taking the effect of submerged nets into account. The calculated results thus obtained are compared with experimental results, by which the validity of the modeling methodology is confirmed. Finally, the case in which DTLD with nets is installed on an actual structure is investigated both theoretically and experimentally and the the performance of DTLD is illustrated.

AB - An analytical model for describing the effectiveness of deep water type Tuned Liquid Damper (TLD) with submerged nets for suppressing horizontal vibration of structures is proposed. TLD is a damping device for suppressing the vibration of long-period structures such as high-rise buildings, tall towers and the pylons of cable-stayed bridges. The damping force is created by the hydrodynamic force caused by the sloshing of water contained in rectangular tanks located on top of such structures. In this study, the dynamical model for analyzing deep water type TLD (DTLD) where the liquid depth is deep compared with the length of the rectangular tank is proposed. In particular, the effect of hydraulic resistance produced by submerged nets installed in the tank is examined intensively. In the analysis, employing finite amplitude wave theory, the hydrodynamic force and the dissipation energy are calculated by using Galerkin method taking the effect of submerged nets into account. The calculated results thus obtained are compared with experimental results, by which the validity of the modeling methodology is confirmed. Finally, the case in which DTLD with nets is installed on an actual structure is investigated both theoretically and experimentally and the the performance of DTLD is illustrated.

UR - http://www.scopus.com/inward/record.url?scp=0028115365&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0028115365&partnerID=8YFLogxK

M3 - Conference article

VL - 272

SP - 31

EP - 42

JO - American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP

JF - American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP

SN - 0277-027X

ER -