Strong motion Monitoring and Dynamic Analysis of Diwang Plaza
GUO Xirui
WANG Lixin
JIANG Hui
ZHU Jiajian
ZHU Min
Abstract：Based on the vibration response data of different structural layers under two earthquakes recorded by the real-time monitoring system of strong motion array of Shenzhen Diwang Plaza,the paper calculated the transfer functions between each measuring point above the ground floor and the basement as well as the transfer functions between neighboring floors near the strengthened stories,and analyzed the dynamic responses and the influence of the horizontal strengthened floor on structural lateral deformation of Diwang Plaza.The results show that the horizontal strengthened story can effectively enhance the overall lateral capacity of the structure.However,it can also cause internal force mutation of the structure,and form a weak floor.Therefore,the strengthened story should be setted reasonably.
Keywords：Super high-rise buildingVibration monitoringTransition functionHorizontal strengthened story
Publication Date：2017-01-01
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：7( 73-79 )