1.

Record Nr.

UNINA9910383834303321

Autore

Lu Zheng

Titolo

Particle Damping Technology Based Structural Control / / by Zheng Lu, Sami F. Masri, Xilin Lu

Pubbl/distr/stampa

Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2020

ISBN

981-15-3499-3

Edizione

[1st ed. 2020.]

Descrizione fisica

1 online resource (X, 369 p. 289 illus., 208 illus. in color.)

Collana

Springer Tracts in Civil Engineering, , 2366-2603

Disciplina

624.171

Soggetti

Buildings - Design and construction

Multibody systems

Vibration

Mechanics, Applied

Aerospace engineering

Astronautics

Building Construction and Design

Multibody Systems and Mechanical Vibrations

Aerospace Technology and Astronautics

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Nota di bibliografia

Includes bibliographical references.

Nota di contenuto

Preface -- Introduction to structural vibration control technologies -- Origination, development and applications of particle damping technologies -- Theoretical analysis and numerical simulation of particle impact dampers -- Performance analysis of particle dampers attached to single-degree-of-freedom (SDOF) structures -- Performance analysis of particle dampers attached to multi-degree-of-freedom (MDOF) structures -- Shaking table test study on particle damping technologies -- Wind tunnel test study on particle damping technologies -- Optimization design of impact dampers and particle dampers -- Semi-active control particle damping technologies -- References.

Sommario/riassunto

This book presents a systematic introduction to particle damping technologies, which can be used to effectively mitigate seismic-induced and wind-induced vibration in various structures. Further, it offers



comprehensive information on the latest research advances, e.g. a refined simulation model based on the discrete element method and a simplified simulation model based on equivalent principles. It then intensively studies the vibration attenuation effects of particle dampers subjected to different dynamic loads; in this context, the book proposes a new damping mechanism and “global’’ measures that can be used to evaluate damping performance. Moreover, the book uses the shaking table test and wind tunnel test to verify the proposed simulation methods, and their satisfactory damping performance is confirmed. To facilitate the practical engineering application of this technology, optimization design guidelines for particle impact dampers are also provided. In closing, the bookoffers a preliminary exploration of semi-active particle damping technology, which holds great potential for extension to other applications in which the primary system is subjected to non-stationary excitations.