Static and Dynamic Elastic-Plastic Analysis of a Storey-Adding Structure

Abstract:

With the rapid economic development of our country and the improvement of housing function requirement and the lack of land for construction, adding layer structure has become a trend in the development of construction industry. Now a lot of adding layer buildings have sprung up both at home and abroad. Adding layer structure needs to undertake seismic calculation to ensure the reliability under the earthquake effect. At present, many researchers’ studies of the adding layer structure only stay in elastic stage, and there are only very little researches about the static and dynamic elastic-plastic of the structure. Based on the literature and art center of Changzhi city as the background, it is introduced the calculation process, which adopted the EPDA& PUSH software for the static and dynamic elastic-plastic analysis of reinforced concrete structure, obtained the carrying capacity and the deformation under the rare earthquake, and analyzed the results. By comparison, the results of the static and dynamic elastic-plastic analysis are similar.

• Periodical: Advanced Materials Research (Volumes 1008-1009)
• Pages: 1218-1221
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1008-1009.1218
• Online since: August 2014
• Authors: Yuan Zhang*
• Keywords: Carrying Capacity, Static and Dynamic Elastic-Plastic Analysis, Storey-Adding Structure

References

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[4] Xin Wang, Guilan Nie. Static and Dynamic Elastic-plastic Analysis in the Application of Transfinite High-rise Building Structure Seismic Design. Science and Technology in Western China, 2009, 08(23): 17-19.