Browse > Article
http://dx.doi.org/10.9712/KASS.2013.13.4.075

A Buckling Characteristics of Single-Layer Lattice Domes according to Section Shapes of Main Frames (The Existing Domestically-Produced Structural Steel is used as Main Frames)  

Jung, Hwan-Mok (Department of Urban Space Design on Architecture, Kyungdong Univ.)
Publication Information
Journal of Korean Association for Spatial Structures / v.13, no.4, 2013 , pp. 75-81 More about this Journal
Abstract
The circular hollow section is usually used for member of main frame to carry the external load in single layer lattice dome. But, the H-shaped section may be used for member of main frame since it is convenient for attaching roof panels. Single layer lattice domes have various buckling characteristics, such as the overall buckling, the member buckling, and nodal buckling. The purpose of this study is to compare buckling characteristics of single-layer lattice domes in which the H-shaped steel section as the existing domestically-produced structural steel is used as main frames to those of domes in which a circular hollow section is used as main frames.
Keywords
Single-layer lattice dome; Buckling characteristics; Circular hollow section; H-shaped steel section;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Yamada M., An Approximation on the Buckling Analysis of Orthogonally Stiffened and Framed Spherical Shell, Shell and Spatial Structure Enginnering, IASS Symposium, Rio de Janerio, Pentech Press, pp.177-193, 1988.
2 Yamada, M. et al., "Theoretical and Experimental Study on the Buckling of Rigidly Jointed Single Layer Latticed Spherical Shells under External pressure", Shell, Membranes & Space Frame, Preceedings of the IASS Symposium, Osaka, 1986, pp 113-120
3 Yamada, M. and Ishikawa, T. : Buckling of Rigidly Jointed Single Layer Latticed Spherical Shells under External Pressure, Proceedings of the International Colloquium on Space Structures for Sports Buildings, Beijing October 1987, SPACE STRUCTURES FOR SPORTS BUILD-INGS, Elsevier, London, U.K., 1987, pp. 353-360
4 Architectural Institute of Japan, STABILITY OF SINGLE LAYER LATTICED DOMES STATEOF-THE-ART, edited by Heki, K.August, 1989, pp. 191-254.
5 Yamada, M., Uchiyama, K., Yamada, S. and Ishikawa, T. : Theoretical and Experimental Study on the Buckling of Rigidly Jointed Single Layer Latticed Spherical Shells under External pressure, Preceedings of the IASS Symposium on Membrane Structures and Space Frames, Osaka September, 1986, vol.3, SHELLS, MEMBRANES & SPACE STRUCTURES, Elsevier, Tokyo, Japan, 1986, pp. 113-120.
6 M. Yamada, Wang Li, A. Yamamoto, Buckling of Single-Layer Latticed Domes with Triangular Network, Processing of the Third Summer Colloquim on Shell and Spatial Structures, August 1990.
7 Heki, K.: On the Effective Rigidities of Lattice Plates, RECENT RESEARCHES OF STRUCTURAL MECHANICS-Contributions in Honour of the 60th Birthday of Prof. Tsubio, Unosheten, Tokyo, 4.1968, pp.31-46
8 Kim, Cheol-Hwan, Suk, Chang-Mok and Jung, Hwan-Mok, The Buckling Characteristics of Single-Layer Lam Domes according to Support Position under Construction, Journal of the Korea Association for Spatial Structures, Vol.10, No.4, 2010.12, pp.67-74
9 Koo, Choong-M0, Jung, Hwan-Mok and Kim and Cheol-Hwan, A Study on the Stability of the Single-Layer Latticed Dome during Erection Using the Step-Up Method, Journal of the Korea Association for Spatial Structures, Vol.12, No.4, 2012.12, pp.109-118   과학기술학회마을   DOI   ScienceOn