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HomeKey Engineering MaterialsKey Engineering Materials Vols. 274-276Design and Plastic Analysis on Prestressed...

Design and Plastic Analysis on Prestressed Concrete Frames with Non-End-Section Plastic Hinge of Beam Hinging Collapse Mechanism under Lateral Action of Earthquake

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Advances in Engineering Plasticity and Its Applications

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Periodical:

Key Engineering Materials (Volumes 274-276)

Pages:

745-750

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.274-276.745

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Online since:

October 2004

Authors:

Xiao Bao Chen, Hong Wang Ma, Hua Fu Chen

Keywords:

Beam Hinging Collapse Mechanism, Frames, Prestressed Concrete, Seismic Design, Structural Plasticity, Tendon Profile

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© 2004 Trans Tech Publications Ltd. All Rights Reserved

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[1] Code for design of concrete structures (GB50010-2002), (China Architecture and Building Press, 2002, Beijing).

[2] CHEN Xiaobao: Analysis and Design of PC Structures of Building, (China Science and Technology Publishing House, Beijing, 1997).

[3] Code for seismic design of buildings (GB50011-2001), (China Architecture and Building Press, 2001, Beijing).

[4] Anli K. Chopra, Rakesh K. Goel: Capacity demand diagram methods for estimating seismic deformation of inelastic structures SDF systems, Report No. PEER-1999/02, Pacific Earthquake Engineering Research Center College of Engineering, (University of California, Berkeley, 1999).

[5] Peter Fajfar: A nonlinear analysis method for performance-based seismic design, 16(3), (Earthquake Spectra, 2000), p.573.

DOI: 10.1193/1.1586128

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