Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/second-order-analysis-and-experiments-of-semi-rigid-and-imperfect-vBlHrwsFDX
References (18)
-
J. Gu, Siu-Lai Chan (2005)
Second‐order analysis and design of steel structures allowing for member and frame imperfectionsInternational Journal for Numerical Methods in Engineering, 62
-
(1993)
Experiment and numerical analysis of the buckling of a singlelayer latticed dome”, Space Structures -
I. Kani, R. McConnel (1987)
Collapse of Shallow Lattice DomesJournal of Structural Engineering-asce, 113
-
T. Ueki, Y. Mukaiyama, M. Shomura, S. Kato (1991)
LOADING TEST AND ELASTO-PLASTIC BUCKLING ANALYSIS OF A SINGLE LAYER LATTICED DOMEJournal of Structural and Construction Engineering (transactions of Aij), 421
-
S. Han, H. Kunieda (1993)
Non-linear buckling analysis of double-layer latticed domes and application of modal analysis. -
(2001)
Stability design of steel structures-theory and practice -
Siu-Lai Chan, Z. Zhou (1995)
SECOND-ORDER ELASTIC ANALYSIS OF FRAMES USING SINGLE IMPERFECT ELEMENT PER MEMBERJournal of Structural Engineering-asce, 121
-
J. Liew, Hong Chen, N. Shanmugam, W. Chen (2000)
Improved nonlinear plastic hinge analysis of space frame structuresEngineering Structures, 22
-
M. Fujimoto, T. Saka, K. Imai, T. Morita (1993)
Experiment and numerical analysis of the buckling of a single-layer latticed dome. -
(2005)
Code of Practice for the Structural Use of Steel , Buildings Department , Hong Kong , China -
Siu-Lai Chan (1988)
Geometric and material non‐linear analysis of beam‐columns and frames using the minimum residual displacement methodInternational Journal for Numerical Methods in Engineering, 26
-
T. See, R. McConnel (1986)
Large Displacement Elastic Buckling of Space StructuresJournal of Structural Engineering-asce, 112
-
J. Liew, H. Chen (2004)
Direct analysis for performance-based design of steel and composite structuresProgress in Structural Engineering and Materials, 6
-
Siu-Lai Chan, Z. Zhou (1994)
Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of FramesJournal of Structural Engineering-asce, 120
-
E. Riks (1979)
An incremental approach to the solution of snapping and buckling problemsInternational Journal of Solids and Structures, 15
-
S. Kato, I. Mutoh, M. Shomura (1996)
Collapse of Imperfect Reticulated Dome with Semi-Rigid Connections -
J. Liew, D. White, Wai-Fah Chen (1993)
Second‐Order Refined Plastic‐Hinge Analysis for Frame Design. Part IIJournal of Structural Engineering-asce, 119
-
J. Meek, H. Tan (1984)
Geometrically nonlinear analysis of space frames by an incremental iterative techniqueComputer Methods in Applied Mechanics and Engineering, 47
- Publisher
- SAGE
- Copyright
- © 2012 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/1369-4332.15.9.1537
- Publisher site
- See Article on Publisher Site
Abstract
Since the recent introduction of second-order analysis in codes, engineers begin to realize the advantages of the second-order analysis in enhancing the safety and economy of the design output. The method is especially useful for design of complex structures like the shallow dome where failure is commonly due to snap-through buckling with the collapse load difficult to be assessed by the effective length method. In this paper, the second-order analysis is used to study the behavior and to determine the snap-through buckling load of the shallow domes. A comparison on the failure loads of a shallow dome between the laboratory test and second-order analysis is carried out to demonstrate the application of the second-order analysis. Further, the importance for inclusion of global imperfection in the analysis is demonstrated because the snap-through buckling load can be greatly reduced if the practically unavoidable and unfavorable global imperfection is included.
Journal
Advances in Structural Engineering – SAGE
Published: Sep 1, 2012