Seismic Damage Analysis of SRHSHPC Frame Beams

Bin Wang; Shansuo Zheng; Fei Yu

doi:10.4028/www.scientific.net/AMM.166-169.2001

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Seismic Damage Analysis of SRHSHPC Frame Beams

Seismic Damage Analysis of SRHSHPC Frame Beams

Abstract:

Based on the test results of steel reinforcement high strength high performance concrete (SRHSHPC) frame beams, a new seismic damage model of SRHSHPC frame beams considered the strength and stiffness degradation was proposed, which was a non-linear combination of the deformation and accumulative damage. The results can more clearly reflect the laws of strength and stiffness degradation of SRHSHPC frame beams under reversed loading. The study results can supply the theory support for the seismic damage assessment and the establishment of damage-based earthquake-resistant design method of SRHSHPC members.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

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2001-2004

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https://doi.org/10.4028/www.scientific.net/AMM.166-169.2001

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May 2012

Authors:

Bin Wang, Shansuo Zheng, Fei Yu

Keywords:

Damage Analysis, Frame Beam, Seismic Damage Model, Steel Reinforced High Strength and High Performance Concrete

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