Parametric analysis of some tensegrity structures

Wojciech Jerzy Gilewski , J. Kłosowska , P. Obara

Abstract

Abstract The objective of the paper are tensegrity structures and a possibility to control their properties such as a stiffness and a natural frequency, by the level of self-stress. Basic tensegrity modules and towers and plates built of these modules are considered. In each example mechanisms and self-stress states are identified using the singular value decomposition of compatibility matrix method. Parametric analyses of the effect of the self-stress state on the static and dynamic properties of structures are carried out. Analyses are performed using the second order theory (in Mathematica environment) and the third order theory (in Softstik program).
Author Wojciech Jerzy Gilewski (FCE / ICE)
Wojciech Jerzy Gilewski,,
- The Institute of Civil Engineering
, J. Kłosowska
J. Kłosowska,,
-
, P. Obara
P. Obara,,
-
Journal seriesMATEC Web of Conferences, ISSN , e-ISSN 2261-236X, (0 pkt)
Issue year2019
Vol262
Pages1-7
Publication size in sheets0.5
Conference64 Konferencja Naukowa Komitetu Inżynierii Lądowej i Wodnej PAN oraz Komitetu Nauki PZiTB, 16-09-2018 - 20-09-2018, Krynica, Polska
Keywords in EnglishSINGULAR-VALUE DECOMPOSITION, tensegrity structures
DOIDOI:10.1051/matecconf/201926210003
Languageen angielski
File
matecconf_krynica2018_10003.pdf 1.56 MB
Score (nominal)5
ScoreMinisterial score = 5.0, 30-06-2019, ArticleFromJournal
Publication indicators WoS Citations = 0
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