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Steel and Composite Structures Volume 13, Number 6, December 2012 , pages 501-519 DOI: https://doi.org/10.12989/scs.2012.13.6.501 |
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Energy-based numerical evaluation for seismic performance of a high-rise steel building |
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H.D. Zhang and Y.F. Wang
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Abstract | ||
As an alternative to current conventional force-based assessment methods, the energy-based seismic performance of a code-designed 20-storey high-rise steel building is evaluated in this paper. Using 3D nonlinear dynamic time-history method with consideration of additional material damping effect, the influences of different restoring force models and P- | ||
Key Words | ||
steel structure; numerical evaluation; seismic performance; energy balance concept; restoring force model; P- | ||
Address | ||
H.D. Zhang : School of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin, PR China Y.F. Wang : School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China | ||