Acceptance criteria for ductile failure and plastic collapse in seismic design of piping systems and components due to the standard seismic motion
Author:
Affiliation:
1. Tokyo Institute of Technology
2. The Chugoku Electric Power Company
3. Central Research Institute of Electric Power Industry
Publisher
Japan Society of Mechanical Engineers
Link
https://www.jstage.jst.go.jp/article/transjsme/84/862/84_17-00403/_pdf
Reference11 articles.
1. Architectural Institute of Japan, Design standard for steel structures - Based on allowable stress concept - (2005), pp.8-14 (in Japanese).
2. Chopra, A. K., Dynamics of structures, 4th ed.(2011), pp.266-267, Prentice Hall.
3. Newmark, N. M., Inelastic design of nuclear reactor structures and its implication on design of critical equipment, Proceedings of International Conference on Structural Mechanics in Reactor Technology(1977), K 4/1.
4. Tamura, I. and Matsuura, S., Evaluation methods of elastoplastic response of components to earthquake motions (Consideration of elastoplastic behaviour on the response of single-degree-of-freedom systems), Transactions of the JSME (in Japanese), Vol.82, No.835 (2016), DOI:10.1299/transjsme.15-00467.
5. Tamura, I., Matsuura, S. and Shimazu, R., Yield strength reduction factor of nonlinear SDOF systems on the supporting structures, Proceedings of the ASME 2016 Pressure Vessels and Piping Conference (2016), Canada, PVP2016-63944.
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