Stochastic seismic performance of TLCD for the passive control of structures: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Stochastic seismic performance of TLCD for the passive control of structures

Han, Bong Koo / Won, Young Jun

The stochastic seismic performance of tuned liquid column dampers (TLCDs) for the passive control of flexible structures is investigated using random vibration analysis. A nonstationary stochastic process with frequency and amplitude modulation is used to represent the earthquake strong motion and an equivalent linearization technique is used to account for the nonlinear damping force in the TLCD. A parametric study and sensitivity analysis are conducted to identify critical design parameters and to assess the TLCD system performance.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Stochastic seismic performance of TLCD for the passive control of structures

Han, Bong Koo / Won, Young Jun

The stochastic seismic performance of tuned liquid column dampers (TLCDs) for the passive control of flexible structures is investigated using random vibration analysis. A nonstationary stochastic process with frequency and amplitude modulation is used to represent the earthquake strong motion and an equivalent linearization technique is used to account for the nonlinear damping force in the TLCD. A parametric study and sensitivity analysis are conducted to identify critical design parameters and to assess the TLCD system performance.

Stochastic seismic performance of TLCD for the passive control of structures

Han, Bong Koo / Won, Young Jun

The stochastic seismic performance of tuned liquid column dampers (TLCDs) for the passive control of flexible structures is investigated using random vibration analysis. A nonstationary stochastic process with frequency and amplitude modulation is used to represent the earthquake strong motion and an equivalent linearization technique is used to account for the nonlinear damping force in the TLCD. A parametric study and sensitivity analysis are conducted to identify critical design parameters and to assess the TLCD system performance.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Stochastic seismic performance of TLCD for the passive control of structures

Additional title:

KSCE J Civ Eng

Contributors:

Han, Bong Koo (author) / Won, Young Jun (author)

Published in:

KSCE Journal of Civil Engineering ; 2 ; 273-280

Publication date:

1998-09-01

Size:

8 pages

ISSN:

1976-3808 , 1226-7988

DOI:

https://doi.org/10.1007/BF02830481

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

seismic performance , damper, control devices , random vibration , stochastic response analysis , sensitivity , optimal , frequency , passive control Engineering , Civil Engineering , Industrial Pollution Prevention , Geotechnical Engineering & Applied Earth Sciences

Similar titles

Response control of irregular structures using structure-TLCD coupled system under seismic excitations

Bigdeli, Yasser / Kim, Dookie | Online Contents | 2015

Vibration control of structures with TLCD using ANN

Li, H. / Yan, S. / Lin, G. | British Library Conference Proceedings | 2002

Response control of irregular structures using structure-TLCD coupled system under seismic excitations

Bigdeli, Yasser / Kim, Dookie | Springer Verlag | 2014

Vibration control of tapered buildings using TLCD

Balendra, T. / Wang, C. M. / Rakesh, G. | British Library Conference Proceedings | 1998

Vibration control of tapered buildings using TLCD

Balendra, T. | Online Contents | 1998