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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 23-26

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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

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References(7)

References

吴京, 孟少平, 邹滨. 预应力混凝土框架结构抗震推倒分析. 工业建筑, 2002,32(10): 7-9

孟少平. 预应力混凝土框架结构抗震能力及设计方法的研究: [博士学位论文]. 南京: 东南大学, 2000

吴京, 陆嘉平, 李进. 超长混凝土框架结构中温度应力的研究. 工业建筑, 2006, 36(5): 20-22

吴京, 孟少平. 预应力混凝土极限抗弯承载力计算的等效荷载法. 工业建筑, 1999, 29(9): 24-28

邹滨, 孟少平, 韩重庆. 预应力混凝土框架结构抗侧能力与结构位移延性的关系. 工业建筑, 2002, 32(10): 10-12

孙巍巍. 边柱加强对预应力混凝土框架结构抗震能力影响的研究: [硕士学位论文]. 南京: 东南大学,2004

Park R, PaulayT. Reinforced Concrete Structures. NewYork: John Wiley Sons, 1975

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