Analysis of Improved Modal Pushover of Reinforced Concrete Structure
Yang Ji
Abstract
Yang Ji
Abstract
This paper analyzes a fifteen-storey reinforced concrete structure from the opposite two loading directions through performing the modal pushover,and compares its result with dynamic-time history method.The results are more accurate because the modal pushover method takes the impact of the higher mode into consideration.
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This paper analyzes a fifteen-storey reinforced concrete structure from the opposite two loading directions through performing the modal pushover,and compares its result with dynamic-time history method.The results are more accurate because the modal pushover method takes the impact of the higher mode into consideration.
Key concepts: Modal, Structural engineering, Reinforced concrete, Mode (computer interface), Modal analysis, Engineering, Computer science, Finite element method