Advanced approach for seismic design of high-pressure gas facilities in Kanagawa prefecture, Japan: Part 2. Basic concept of ultimate strength design method

American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP

Volumn 364, Issue , 1998, Pages 157-164

  Akiyama, Hiroshi ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DESIGN; EARTHQUAKE EFFECTS; HIGH PRESSURE ENGINEERING; SEISMOLOGY;

ULTIMATE STRENGTH DESIGN METHOD;

GAS FUEL STORAGE;

EID: 0031628753     PISSN: 0277027X     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (8)

1. Akiyama, H.,1985, "Earthquake-Resistant Design for Buildings", University of Tokyo Press
2. Akiyama, H.,1987,"Post-Buckling Behavior of Steel Cylindrical Shells during Earthquakes", 9th. SMiRT
3. Akiyama, H.,1991"The Ultimate Strength of Cylindrical Shell Structures under Earthquake", Buckling of Shell Structures, in Land, in the Sea and in the Air, Elsevier Applied science
4. Hashimoto, K., Fujita, T.,1998,"Advanced Approach for Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan, Part 1:Regulatory Strategy for Destructive Earthquakes", Proceeding of ASME/JSME PVP Conference
5. Ishida, K., Akiyama, H., Endo, S., Ochi, Y., 1998,"Advanced Approach for Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan, Part 3 Application of Ultimate Strength Design Method to Storage Tanks", Proceeding of ASME/JSME PVP Conference
6. Inaba, M., Akiyama, H., Ikeda, M., Ochi, Y.,1998,"Advanced Approach for Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan, Part 4:Application of Ultimate Strength Design Method to Towers", Proceeding of ASME/JSME PVP Conference
7. Kanagawa Prefecture,1990,1992,"Anti-Earthquake Design Code for High Pressure Gas Facilities"
8. Housner, G.,1956,"Limit Design of Structure to Resist Earthquake, Proc. of 1st WCEE, 1956