Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/statistically-based-tolerances-of-steel-frame-columns-out-of-plumbs-q5jTNW2Jf4
References (15)
-
I. Miller (1966)
Probability, Random Variables, and Stochastic ProcessesTechnometrics, 8
-
F. Foster, William Feller (1958)
An Introduction to Probability Theory and its Applications, Volume I (2Nd Edition)Journal of The Royal Statistical Society Series C-applied Statistics, 7
-
(1990)
Execution of Steel Structures and Aluminum Structures -Part 2: Technical Requirements for Steel Structures, European Committee for Standardization -
A. Papoulis (1965)
Probability, Random Variables and Stochastic Processes -
(1984)
“ Evaluation of imperfections induced by columns out - of - plumb ” -
D. Himmelblau (1970)
Process analysis by statistical methods -
(1990)
Steel Structures, 2 nd Edition -
(2004)
Statistic, PWN Warsaw -
W. Feller (1959)
An Introduction to Probability Theory and Its Applications -
D. Beaulieu, P. Adams (1978)
The results of a survey on structural out-of-plumbsCanadian Journal of Civil Engineering, 5
-
A. Machowski (2002)
Initial random out-plumbs of steel frame columnsArchives of civil engineering, 48
-
(1997)
Steel Building Structures, Execution and Acceptance Conditions -
(1997)
Imperfections in steel structures -
(2010)
Investigations and Modeling of Selected Imperfections of Hall Steel Frames, PhD Thesis, Cracow University of Technology, Poland -
(1990)
Background Document 5.08 for Eurocode 3 -Part 1. Imperfections for Compressed Members and Sway Frames
- Publisher
- SAGE
- Copyright
- © 2013 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/1369-4332.16.2.353
- Publisher site
- See Article on Publisher Site
Abstract
Statistically based mathematical model of post-erectional columns out-of-plumb was taken as the basis for the formulation of rational criteria for control of skeletons of steel halls. The results of statistical analysis of a set of post-erectional measurements of out-of-plumb columns of 33 halls steel skeletons – with different: geometry, structure and destination were used.Current and selected previous recommendations by standards of out-of-plumb tolerance of columns halls were subjected to critical analysis. The results obtained were compared with the results of the earlier analysis of the standard recommendations of the steel columns of multistory building frames.
Journal
Advances in Structural Engineering – SAGE
Published: Feb 1, 2013