RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH

Sun Wei-wei; Meng Shao-ping; Wu Jing

doi:10.13204/j.gyjz200605007

Volume 36 Issue 5

Dec. 2014

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Sun Wei-wei, Meng Shao-ping, Wu Jing. RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 23-26. doi: 10.13204/j.gyjz200605007

Citation:

Sun Wei-wei, Meng Shao-ping, Wu Jing. RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 23-26. doi: 10.13204/j.gyjz200605007

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RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH

doi: 10.13204/j.gyjz200605007

1.
The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2006-02-10
Publish Date: 2006-05-20

Abstract

Abstract

According to the character of prestressed concrete frame structures(PCFS) under the vertical and lateral load,it is necessary to select the mixed energy dissipation mechanism to design PCFS.The pushover analyses(SAP2000) are used to prove the necessity of the realization of the mixed energy dissipation mechanism in the PCFS with large longitudinal length.
- prestressed concrete,
- frame structures,
- mixed energy dissipation mechanism,
- pushover analysis