RESPONSE OF REINFORCED PRESTRESSED CONCRETE BOX STRUCTURES TO DYNAMICALLY APPLIED TORSION/

Authors
Citation
Yl. Mo et Ry. Yang, RESPONSE OF REINFORCED PRESTRESSED CONCRETE BOX STRUCTURES TO DYNAMICALLY APPLIED TORSION/, Nuclear Engineering and Design, 165(1-2), 1996, pp. 25-41
Citations number
21
Categorie Soggetti
Nuclear Sciences & Tecnology
ISSN journal
00295493
Volume
165
Issue
1-2
Year of publication
1996
Pages
25 - 41
Database
ISI
SICI code
0029-5493(1996)165:1-2<25:RORPCB>2.0.ZU;2-9
Abstract
Inelastic dynamic response of reinforced/prestressed concrete box stru ctures to torsion is investigated in this article. To perform this res earch, three items need to be critically studied. (1) The primary curv e (torque-twist curve), (2) the torsional hysteretic rules and (3) a d ynamic model. The inelastic dynamic response analysis of both reinforc ed and prestressed concrete box structures (such as: spent fuel pools, storage tanks, containments and building cores, etc.) under torsion c an be completed by the proposed method. The research findings in this article can be applied to box structures in nuclear power plants.