NUMERICAL SIMULATION METHOD FOR ELASTIC-PLASTIC BUCKLING BEHAVIOURS OF RETICULAR DOME WITH LOOSENESS IN CONNECTIONS-Reference-Cited by-同舟云学术

NUMERICAL SIMULATION METHOD FOR ELASTIC-PLASTIC BUCKLING BEHAVIOURS OF RETICULAR DOME WITH LOOSENESS IN CONNECTIONS

Published:1997 Issue:498 Volume:62 Page:91-97
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

TAKASHIMA Hideyuki¹,KATO Shiro¹

Affiliation:

1. Dept. of Architecture & Civil Eng., Toyohashi Univ. of Tech.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/62/498/62_KJ00004100704/_pdf

Reference6 articles.

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

2. 2) MEEK J. L. GEOMETRIC AND MATERIAL NONLINEAR BEHAVIOR OF STRUCTURES COMPRISING CIRCULAR AND RECTANGULAR HOLLOW SECTION. Proceedings of I. A. S. S. -10 YEARS OF PROGRESS IN SHELL AND SPATIAL STRUCTURES-. (1989) vol.4,

3. 3) FUJIMOTO M. Buckling of Single Layer Latticed Dome under Uniform Gravity Load, SPATIAL, LATTICE and TEBSION STRUCTURES. Proceedings of the IASS-ASCE International Symposium '94. (1994) p.509-518.

4. EXPERIMENTAL STUDY OF SPACE TRUSSES CONSTRUCTED BY A BOLTED JOINTING SYSTEM

5. 11) SUGIZAKI K. Experimental Study on the Buckling Behavior of a Triodetic Aluminum Space Frame-No. 2 Ultimate Bearing Strength of a Single Layer Space Frame, SPATIAL, LATTICE and TENSION STRUCTURES. Proceedings of the IASS-ASCE International Symposium '94. (1994) p.478-487.

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1. EXPERIMENTS AND ANALYSES OF UNIT SINGLE LAYERED RETICULAR DOMES USING ALUMINUM BALL JOINTS FOR THE CONNECTION;Journal of Structural and Construction Engineering (Transactions of AIJ);1999