Buckling Behaviour of Aluminium Ball Jointed Single Layered Reticular Domes-Reference-Cited by-同舟云学术

Buckling Behaviour of Aluminium Ball Jointed Single Layered Reticular Domes

Published:2000-06 Issue:2 Volume:15 Page:81-94
ISSN:0956-0599
Container-title:International Journal of Space Structures
language:en
Short-container-title:International Journal of Space Structures

Author:

Hiyama Yujiro¹,Takashima Hideyuki²,Iijima Toshihiko³,Kato Shiro⁴

Affiliation:

1. Sumitomo Light Metal Industries, Ltd., JS Progress Bldg., 4-1-23 Heiwajima, Ohta-ku, Tokyo 143-0006, Japan

2. Assoc. Prof., Dept. of Architecture, Faculty of Engineering, Kanto Gakuin Univ., Dr. Eng. Kanazawa-ku, Yokohama-shi 236-8501, Japan

3. Iijima Structural Design Office, Dr. Eng., Nisshin Bldg., 1-25-1 Aoi, Higashi-ku, Nagoya-shi 461-0004, Japan

4. Prof., Dept. of Architecture and Civil Engineering, Toyohashi Univ. of Technology, Dr. Eng., Tempaku-cho, Toyohashi-shi 441-8580, Japan

Abstract

This paper discusses the buckling behaviour of aluminium alloy single layered reticular domes, composed of tubular truss members and ball joint connections, through loading tests and numerical simulations on 1:5 scaled test structures. Based on the presented experiments, an estimation method for the buckling strength of the aluminium reticular domes, which is essential for practical structural design and also for predicting the validity of the non-linear analyses, is proposed. Further, the non-linear analysis is executed for the test models and the applicability of the analysis method for such aluminium reticular domes is discussed.

Publisher

SAGE Publications

Subject

Building and Construction,Architecture,Civil and Structural Engineering,Conservation

Link

http://journals.sagepub.com/doi/pdf/10.1260/0266351001494991

Reference6 articles.

1. Kollar L., Dulacska E.: Buckling of Shells for Engineers, John Wiley & Sons,*pp64–95,*1984.

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