Dynamic Response of Frame Structure with Different Stiffness in Two Horizontal Directions under Oblique Seismic Action

Abstract:

The ground motion is multidimensional, random and uncertain in directions when earthquakes occur, so dynamic response under oblique seismic action needs to be considered in the structure design. A frame structure with different stiffness in two horizontal directions was analyzed under seismic action with different input angles. The maximum response of beams and columns was obtained. The seismic mechanism of structures under oblique seismic action was discussed.

• Periodical: Applied Mechanics and Materials (Volumes 368-370)
• Pages: 1644-1647
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.368-370.1644
• Online since: August 2013
• Authors: Zhen Bao Li, Hai Teng Wang, Li Fei Liu, Wen Jing Wang
• Keywords: Dynamic Response, Oblique Seismic Action, Simulation Analysis, Steel Frame

References

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