Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Bücher
Zeitschriften
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
SLX-Digitalkonferenz: Zukunftswerkstatt 2024

Mehr Umsatz mit Top-Kontakten

Am 7. Mai erfahren Sie, wie Vertriebsteams Leadgenerierung, Leadnurturing und Leadstrategien effizient steuern können.
Erweiterte Suche
Anmelden
nach oben
Erschienen in:
An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea) Kapitel lesen Erstes Kapitel lesen

2013 | OriginalPaper | Buchkapitel

22. Allocation and Sizing of Multiple Tuned Mass Dampers for Seismic Control of Irregular Structures

verfasst von : Yael Daniel, Oren Lavan

Erschienen in: Seismic Behaviour and Design of Irregular and Complex Civil Structures

Verlag: Springer Netherlands

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

This chapter presents a methodology for the optimal design of multiple tuned mass dampers (TMDs) in 3D irregular buildings. The objective function minimizes the total mass of all added TMDs while constraints are added to limit the total accelerations experienced at the edges of the floors in the direction parallel to each edge. The formulation of the design methodology relies on optimality criteria conjectured herein; hence, a two-stage iterative analysis/redesign procedure, that is based on analysis tools only, is resulted. The methodology applies to all types of irregularity, which allows the application of the methodology in a practical design process.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Jetzt informieren
Vorheriges Kapitel Mitigation of the Seismic Response of Structures with Vertical Stiffness and Strength Irregularity Using Supplemental Dampers
Nächstes Kapitel The Possibility of a Continuous Monitoring of the Horizontal Buildings’ Rotation by the Fibre-Optic Rotational Seismograph AFORS Type
Literatur
Abdel-Rohman M (1984) Optimal design of active TMD for buildings control. Build Environ 19(3):191–195CrossRef
Ahlawat AS, Ramaswamy A (2003) Multiobjective optimal absorber system for torsionally coupled seismically excited structures. Eng Struct 25:941–950CrossRef
Chen G, Wu J (2001) Optimal placement of multiple tune mass dampers for seismic structures. J Struct Eng 127(9):1054–1062CrossRef
Christopoulos C, Filiatrault A (2006) Principles of supplemental damping and seismic isolation. IUSS Press, Milan
Cilley FH (1900) The exact design of statically indeterminate frameworks, an exposition of its possibility but futility. ASCE Trans 43:353–407
Clark AJ (1988) Multiple passive tuned mass dampers for reducing earthquake induced building motion. In: Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan, pp 779–784
Den-Hartog JP (1940) Mechanical vibrations, 2nd edn. McGraw-Hill Book Company Inc., New YorkMATH
Desu NB, Dutta A, Deb SK (2007) Optimal assessment and location of tuned mass dampers for seismic control of a plan-asymmetrical buildings. Struct Eng Mech 26(4):459–477
Jangid RS, Datta TK (1997) Performance of multiple tuned mass dampers for torsionally coupled system. Earthq Eng Struct Dyn 20:307–317CrossRef
Kanai K (1957) Semi-empirical formula for the seismic characteristics of the ground. Bull Earthq Res Ins Univ Tokyo 35:309–325
Kaynia AM, Veneziano D, Biggs JM (1981) Seismic effectiveness of tuned mass dampers. ASCE J Struct Div 107:1465–1484
Kwakernaak H, Sivan R (1991) Modern signals and systems. Prentice Hall, Englewood CliffsMATH
Lavan O, Levy R (2005) Optimal seismic retrofit of irregular 30 framed structures using supplemental viscous dampers. In: Proceedings of 4th European workshop on the seismic behaviour of irregular and complex structures, Thessaionica, Greece, paper no. 52, Aug 26–27
Levy R (1985) On the optimal design of trusses under one loading condition. Quart Appl Math 43(2):129–134MathSciNetMATH
Levy R, Lavan O (2006) Fully stressed design of passive controllers in framed structures for seismic loadings. J Struct Multidis Optim 32:485–498CrossRef
Li C, Qu W (2006) Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration. Eng struct 28:472–494CrossRef
Lin CC, Ueng JM, Huang EC (1999) Seismic response reduction of irregular buildings using passive tuned mass dampers. Eng struct 22:513–524CrossRef
Lin CC, Wang JF, Lien CH, Chiang HW, Lin CS (2010) Optimum design and experimental study of multiple tuned mass dampers with limited stroke. Earth Eng Struct Dyn 39:1631–1651CrossRef
Lin JL, Tsai KC, Yu YJ (2011) Bi-directional coupled tuned mass dampers for the seismic response control of two-way asymmetric-plan buildings. Earthq Eng Struct Dyn 40:675–690CrossRef
Luo X, Ma R, Li G, Zhao D (2009) Parameter optimization of multi-mode vibration control system. In: International conference of measuring technology and mechatronics automation, IEEE Computer Society, pp 685–688
McNamara RJ (1977) Tuned mass dampers for buildings. ASCE J Struct Div 103:1785–1798
Mitchell AGM (1904) The limits of economy of Mateslal in framed structures. Philos Mag 6: 589–597
Moon KS (2010) Vertically distributed multiple tuned mass dampers in tall buildings: performance analysis and preliminary design. Struct Design Tall Spec Build 19:347–366
Nagarajaiah S, Sonmez E (2007) Structures with semiactive variable stiffness single/multiple tuned mass dampers. J Struct Eng 133(1):67–77CrossRef
Newland DE (1993) An introduction to random vibrations, spectral & wavelet analysis. Prentice Hall, Harlow
Roffel AJ, Lourenco R, Narasimhan S (2010) Experimental studies on an adaptive tuned mass damper with real-time tuning capability. In: ASCE 19th analysis & computation specialty conference, 12–15 May 2010, pp 314–324
Singh MP, Singh S, Moreschi LM (2002) Tuned mass dampers for response control of torsional buildings. Earthq Eng Struct Dyn 31:749–769CrossRef
Sladek JK, Klingner RE (1983) Effect of tuned-mass dampers on seismic response. ASCE J Struct Div 109:2004–2009CrossRef
Somerville P, Smith N, Punyamurthula S, Sun J (1997) Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. Report no. SAC/BD-97/04
Soong TT, Dargush GF (1997) Passive energy dissipation systems in structural engineering. Wiley, Chichester
Takewaki I (2009) Building control with passive dampers: optimal performance-based design for earthquakes. Wiley (Asia), SingaporeCrossRef
Tso WK, Yao S (1994) Seismic load distribution in buildings with eccentric setback. Can J Civil Eng 21:50–62CrossRef
Warburton GB (1982) Optimum absorber parameters for various combinations of response and excitation parameters. Earthq Eng Struct Dyn 10:381–401CrossRef
Xu K, Igusa T (1992) Dynamic characteristics of multiple substructures with closely spaced frequencies. Earthq Eng Struct Dyn 21:1059–1070CrossRef
Metadaten
Titel
Allocation and Sizing of Multiple Tuned Mass Dampers for Seismic Control of Irregular Structures
verfasst von
Yael Daniel
Oren Lavan
Copyright-Jahr
2013
Verlag
Springer Netherlands
Buch
Seismic Behaviour and Design of Irregular and Complex Civil Structures

Print ISBN: 978-94-007-5376-1

Electronic ISBN: 978-94-007-5377-8

Copyright-Jahr: 2013

DOI
https://doi.org/10.1007/978-94-007-5377-8_22