Paper Title:
Mode Superposition Response Spectrum Method Combined with Continuum Method for High-Rise Energy Dissipation Structure
| Periodical | Applied Mechanics and Materials (Volumes 94 - 96) |
|---|---|
| Main Theme | Advances in Structural Engineering |
| Edited by | Xuejun Zhou |
| Pages | 799-802 |
| DOI | 10.4028/www.scientific.net/AMM.94-96.799 |
| Citation | Li Yan Gao et al., 2011, Applied Mechanics and Materials, 94-96, 799 |
| Online since | September, 2011 |
| Authors | Li Yan Gao, Yu Kun Feng, Wen Feng Liu |
| Keywords | Code for Seismic Design of Buildings, Continuum Method, Damping Ratio, High-Rise Energy Dissipation Structure, Mode Superposition Response Spectrum Method |
| Price | US$ 28,- |
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Abstract
Response spectrum curve is the base of seismic design of structures, and mode-superposition response spectrum method is a practical design method of structures. Damping adjustment factors and shape parameters have been adjusted in the new Chinese code (2010) for damping rate is not equal to 0.05. Then, a new mode superposition response spectrum method combined with continuum method is introduced in this paper. Finally, the earthquake shear of a shear-wall structure’s bottom is calculated, and the results of the new method are compared with that of traditional method implemented in PM-SATWE software which is widely used in architectural design institute. The contrast results show that the new method is available and has a good accuracy.
