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Jämförande ramberäkning enligt första och andra ordningens elasticitetsteori.

Osbäck, Magnus (2007)
Division of Structural Engineering
Abstract (Swedish)
Analysis and design of a frame can be done in two principally different ways. The first method, calculation according to first order elastic theory, is based on buckling lengthsand interaction relations. The advantage with this method is its simplicity. The difficulty lies in the determination of buckling lengths.
The second method, calculation according to second order elastic theory, results in muchmore complicated calculations because of non-linearity, but the design can then be done by section check and no buckling lengths are needed.
Please use this url to cite or link to this publication:
author
Osbäck, Magnus
supervisor
organization
year
type
H3 - Professional qualifications (4 Years - )
subject
report number
TVBK-5151
ISSN
0349-4969
language
Swedish
id
3172384
date added to LUP
2012-12-04 15:07:52
date last changed
2014-06-12 14:53:26
@misc{3172384,
  abstract     = {{Analysis and design of a frame can be done in two principally different ways. The first method, calculation according to first order elastic theory, is based on buckling lengthsand interaction relations. The advantage with this method is its simplicity. The difficulty lies in the determination of buckling lengths.
The second method, calculation according to second order elastic theory, results in muchmore complicated calculations because of non-linearity, but the design can then be done by section check and no buckling lengths are needed.}},
  author       = {{Osbäck, Magnus}},
  issn         = {{0349-4969}},
  language     = {{swe}},
  note         = {{Student Paper}},
  title        = {{Jämförande ramberäkning enligt första och andra ordningens elasticitetsteori.}},
  year         = {{2007}},
}