scholarly journals DESIGN CRITERIA ON ULTIMATE STRENGTH OF R/C T-SHAPED AND L-SHAPED BEAM-COLUMN JOINT USING MECHANICAL ANCHORAGES

2005 ◽  
Vol 70 (590) ◽  
pp. 95-102 ◽  
Author(s):  
Kiyoshi MASUO ◽  
Toshiya INOUE ◽  
Nobuya OKAMURA
Keyword(s):  
Ultimate Strength ◽  
Design Criteria ◽  
Shaped Beam ◽  
Column Joint

scholarly journals EVALUATION METHOD OF ULTIMATE STRENGTH FOR L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS

2020 ◽  
Vol 85 (774) ◽  
pp. 1079-1089
Author(s):  
Kikuo IKARASHI ◽  
Yuichi UTSUKI ◽  
Kazuya MITSUI ◽  
Yuta MAKINO ◽  
Kaoru YAMADA
Keyword(s):  
Ultimate Strength ◽  
Evaluation Method ◽  
Shaped Beam ◽  
Column Joint

Cable Tray Ultimate Strength Test Employing a Large Shaker Table

2004 ◽  
Author(s):  
Kuniyoshi Komatsu ◽  
Katsunori Myojin ◽  
Hiroyuki Fuyama ◽  
Eiji Kokubo ◽  
Kazuo Imai
Keyword(s):  
Ultimate Strength ◽  
Elastic Strain ◽  
Nuclear Power ◽  
Power Plants ◽  
Nuclear Power Plants ◽  
Damping Ratio ◽  
Strength Test ◽  
Design Criteria ◽  
Nuclear Plants ◽  
Large Response

Ultimate behaviors of cable trays, used in nuclear plants, have not been well studied since cable trays are designed based on conservative design criteria. In this study, by employing a large shaker table, an ultimate strength test was conducted for cable trays used in nuclear power plants. This report describes the results of shaker table test. The following results were obtained: 1) In an S2* earthquake, the damping ratio was so large — more than 30% due to the rubbing of cables — that a large response was not present and the strains in the support were within the elastic limits. 2) The support was strong enough to sustain the cable trays even when the strain in the support was 20 times larger than elastic strain.

scholarly journals Ultimate strength of a beam-to-column joint in a composite slim floor frame

2018 ◽  
Vol 140 ◽  
pp. 82-91 ◽  
Author(s):  
Jinming Zeng ◽  
Wei Lu ◽  
Juha Paavola
Keyword(s):  
Ultimate Strength ◽  
Column Joint

scholarly journals A design criteria of beam-to-column joint panels

1974 ◽  
Vol 7 (1) ◽  
pp. 14-26
Author(s):  
B. Kato
Keyword(s):  
Shear Deformation ◽  
Design Method ◽  
Steel Frames ◽  
Design Criteria ◽  
Horizontal Loading ◽  
Practical Design ◽  
Column Joint ◽  
Frame Stiffness

The performance of beam-to-column joint panels of steel frames under horizontal loading is surveyed in elastic and plastic regions. Then the influence of shear deformation of those joint panels on the frame stiffness is investigated. It is found that the frame stiffness reduces remarkably when the yielding of joint panels takes
place. Taking into account these observations, a simple and practical design method of various shapes of joint panels is suggested.

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