EXPERIMENTAL STUDY OF SPACE TRUSSES CONSTRUCTED BY A BOLTED JOINTING SYSTEM

Author:

TANIGUCHI Yoshiya1,SAKA Toshitsugu1

Affiliation:

1. Dept. of Architecture and Building Engineering, Faculty of Engineering, Osaka City University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference5 articles.

1. 1) TANIGUCHI Y. Buckling Behavior of Space Trusses Constructed by a Bolted Jointing System. Proc. of the Fourth International Conference on SPACE STRUCTURES. (1993) vol.Vol. 4, p.89-98.

2. 2) TANIGUCHI Y. Bucking Analysis of Space Trusses Constructed by Practical Bolted Jointing System. Proc. of Seiken-IASS Symposium on Nonlinear Analysis and Design for Shell and Spatial Structures. (1993) p.221-228.

3. 5) KUBODERA I. Experimental Study on Strength and Stiffness of Nodes in New Space Frames. Proc. of the International Meeting of Safety Criteria in Design of Tubular Structures. (1987) p.373-380.

4. 7) ORAN C. Tangent Stiffness in Space Frames, Journal of the Structural Division. ASCE. (1973) vol.99, no.ST6, p.987-1001.

5. A FINITE ELEMENT SIMULATION OF CONNECTIONS IN STEEL SPACE FRAMES

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