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Limit analysis of structures subjected to variable loading program

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1995
bitstream_11434.pdf (439.5Kb)
Authors
Stošić, Saša
Dunica, Šerif
Conference object (Published version)
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Abstract
Limit analysis of the structure is determined by the type of loading. In many practical problems structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.
Keywords:
Plasticity / Shakedown
Source:
JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM, 1995, 417-422
Publisher:
  • JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
Funding / projects:
  • RFNS-1701, OSI-262
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_grafar_3016
URI
https://grafar.grf.bg.ac.rs/handle/123456789/3016
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
TY  - CONF
AU  - Stošić, Saša
AU  - Dunica, Šerif
PY  - 1995
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3016
AB  - Limit analysis of the structure is determined by the type of loading. In many practical problems
structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.
PB  - JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
C3  - JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
T1  - Limit analysis of structures subjected to variable loading program
EP  - 422
SP  - 417
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3016
ER  - 
@conference{
author = "Stošić, Saša and Dunica, Šerif",
year = "1995",
abstract = "Limit analysis of the structure is determined by the type of loading. In many practical problems
structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.",
publisher = "JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM",
journal = "JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM",
title = "Limit analysis of structures subjected to variable loading program",
pages = "422-417",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3016"
}
Stošić, S.,& Dunica, Š.. (1995). Limit analysis of structures subjected to variable loading program. in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM
JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM., 417-422.
https://hdl.handle.net/21.15107/rcub_grafar_3016
Stošić S, Dunica Š. Limit analysis of structures subjected to variable loading program. in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM. 1995;:417-422.
https://hdl.handle.net/21.15107/rcub_grafar_3016 .
Stošić, Saša, Dunica, Šerif, "Limit analysis of structures subjected to variable loading program" in JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM (1995):417-422,
https://hdl.handle.net/21.15107/rcub_grafar_3016 .

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