Simplified analysis method for catenary action of restrained cellular steel beams at elevated temperature considering strain reversal

2018 ◽  
Vol 95 ◽  
pp. 145-159 ◽  
Author(s):  
Lulu Zhang ◽  
Peijun Wang
Keyword(s):  
Elevated Temperature ◽  
Steel Beams ◽  
Analysis Method ◽  
Catenary Action ◽  
Strain Reversal ◽  
Simplified Analysis

Simplified analysis and design for elevated temperature components of Monju

1987 ◽  
Vol 98 (3) ◽  
pp. 305-317 ◽  
Author(s):  
Kunihiro Iida ◽  
Yasuhide Asada ◽  
Kunio Okabayashi ◽  
Takashi Nagata
Keyword(s):  
Elevated Temperature ◽  
Analysis And Design ◽  
Simplified Analysis

Experimental Study on Seismic Responses of Piping Systems With Friction—Part 2: Simplified Analysis Method on the Effect of Friction

1995 ◽  
Vol 117 (3) ◽  
pp. 250-255
Author(s):  
H. Kobayashi ◽  
R. Yokoi ◽  
T. Chiba ◽  
K. Suzuki ◽  
N. Shimizu ◽  
...  
Keyword(s):  
Large Scale ◽  
Response Spectrum ◽  
Damping Ratio ◽  
Analysis Method ◽  
Equivalent Viscous Damping ◽  
Piping Systems ◽  
Simplified Analysis ◽  
Reduction Effect ◽  
Vibration Tests ◽  
Equivalent Viscous Damping Ratio

Friction between pipe and support structure is generally known to reduce seismic response of the piping systems. Vibration tests using large-scale piping model with friction support were carried out to evaluate the reduction effect. The piping response was mainly governed by the first modal deformation. The simplified analysis method based on linear response spectrum analysis was developed and confirmed to be applicable. In this method, the reduction effect by friction is treated as equivalent viscous damping ratio. This paper deals with the analysis method, and the comparison between the experimental results and analytical ones.

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