FULL SCALE TEST ON THE TRANSITION FROM DUCTILE FRACTURE TO BRITILE FRACTURE OF BEAM-TO-COLUMN CONNECTIONS WITH ORDINARY TYPE WELD ACCESS HOLES-Reference-Cited by-同舟云学术

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FULL SCALE TEST ON THE TRANSITION FROM DUCTILE FRACTURE TO BRITILE FRACTURE OF BEAM-TO-COLUMN CONNECTIONS WITH ORDINARY TYPE WELD ACCESS HOLES

Published:2008 Issue:631 Volume:73 Page:1649-1656
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

ARAI Yuichiro,HANNUKI Toshio,AKIYAMA Hiroshi

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference18 articles.

1. 1) W. S. Peillni, P. P. Puzak, : Practical Considerations in Applying Laboratory Fracture Test Criteria to the Fracture-Safe Design of Pressure Vessels, Trans. ASME,J.Eng.,Power, pp.429-443, 1964.10

2. 2) A. S. Tetelman and A. J. McEvily, Jr., : Fracture of Structural Materials, Wiley, pp.88-111, 1967

3. 3) Hiroshi Akiyama : Evaluation of mode of failure in steel structures following Kobe lesson, Journal of constructional steel research, Elsevier Science, No55,pp.211-227, 2000

4. TRANSITION FROM DUCTILE FRACTURE TO BRITTLE FRACTURE OF FULL SCALE BEAM-TO-COLUMN CONNECTIONS CAUSED BY TEMPERATURE

5. FRACTURE OF BEAM-TO-COLUMN CONNECTIONS SIMULATED BY FULL-SCALE SHAKING TABLE TEST AND EVALUATION OF DEFORMATION CAPACITY

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