Use this url to cite publication: https://hdl.handle.net/20.500.14911/136566
Optimal shakedown design for bar systems: strength, stifness and stability constraints
Publication Type (CRIS)
Konferencijų tezės nerecenzuojamame leidinyje / Conference theses in non-peer-reviewed publication (T2)
Publication Type (eLABa)
Konferencijos pranešimo tezės / Conference presentation abstract (T2)
Title
Optimal shakedown design for bar systems: strength, stifness and stability constraints
J. Atkočiūnas, D. Merkevičiūtė
Is part of
Proceedings of the Seventh International Conference on Computational Structures Technology. Lisbon, Portugal 7-9 September 2004
Published In
| Year | Start Page | End Page |
|---|---|---|
2004 | 361 | 362 |
Publisher
Stirling : Civil-Comp Press, 2004
Extent
p. 361-362
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
Known geometry perfectly elastic-plastic truss adapted to cyclic load defined by its upper and lower variation bounds is considered. Strenght, stiffness and stability constraints are included into non-linear mathematical model of truss minimum volume problem. Stiffness constraints are realized via displacement restriction of truss joints. [...].
Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Jungtinė Karalystė / United Kingdom of Great Britain and Northern Ireland (GB)
Owning collection
ISBN (of the container)
0948749938
eLABa ID
3668866