๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

On tuned mass dampers for reducing the seismic response of structures

โœ Scribed by Julio C. Miranda


Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
152 KB
Volume
34
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


SEMI-ACTIVE TUNED MASS DAMPERS FOR SEISM
โœ ABร‰, M. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 446 KB ๐Ÿ‘ 2 views

A semi-active tuned mass damper (TMD) which is capable of adjusting initial displacement and damping is applied to seismic protection of structures. Control algorithms are derived in closed forms using perturbation analysis on modal properties of the sinigle degree of freedom (SDOF) structure/TMD sy

Seismic effectiveness of tuned mass damp
โœ Wu, Jingning; Chen, Genda; Lou, Menglin ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 182 KB ๐Ÿ‘ 2 views

This paper presents how soil}structure interaction a!ects the seismic performance of Tuned Mass Dampers (TMD) when installed on #exibly based structures. Previous studies on this subject have led to inconsistent conclusions since the soil and structure models employed considerably di!er from each ot

Tuned liquid dampers for controlling ear
โœ Banerji, Pradipta; Murudi, Mohan; Shah, Arvind H.; Popplewell, Neil ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 177 KB ๐Ÿ‘ 2 views

Numerical simulations of a single-degree-of-freedom (SDOF) structure, rigidly supporting a tuned liquid damper (TLD) and subjected to both real and arti"cially generated earthquake ground motions, show that a properly designed TLD can signi"cantly reduce the structure's response to these motions. Th