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- W2364251381 abstract "For the panel zone of the steel moment frames Chinese codes refer to the provisions of US standard in the web thickness while the shear resistance verification is modified according to the equations of Japanese standard. However the application range and compatibility of the specifications from international standards should be clarified. In this paper after reviewing some corresponding foreign references on the panel zone related specifications of Europe US and Japanese standards are summarized and by the normalized width-thickness ratio of the panel zone requirements on the web thickness of the main international standards are generalized to the same coordinate system and are discussed and compared with some experimental results.Furthermore on the basis of the two seismic design concepts i.e. high ductility -low elastic strength and low ductility -high elastic strength , shear resistance verification equations are clarified according to the width-thickness ratio of the panel zone." @default.
- W2364251381 created "2016-06-24" @default.
- W2364251381 creator A5030441807 @default.
- W2364251381 date "2012-01-01" @default.
- W2364251381 modified "2023-09-25" @default.
- W2364251381 title "Limiting Width-Thickness Ratio and Shear Resistance Verification for Panel Zones of Steel Moment Frames" @default.
- W2364251381 hasPublicationYear "2012" @default.
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