Abstract
In order to meet the functional requirements, it is often necessary to set the transfer floor in the high-rise building structure. From the perspective of the influence of transfer floor on the subway-induced vibration response characteristics of building structure, the finite element method is used to calculate the floor vibration response of the building with transfer floor under the excitation of subway train based on the actual project. Through the above analysis, the influence of the position of transfer floor on the subway-induced vibration response of the building is analyzed. The results show that the vibration level of the transfer floor roof decrease obviously when the position of the transfer floor moves up gradually, and the vibration levels of most other floors are increased to varying degrees. The third floor, that is the roof of the original transfer floor, has the most significant change in vibration.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: INTER-NOISE and NOISE-CON Congress and Conference Proceedings
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
