A On-Site Testing Method to Verify The Assumption of Rigid Floor in Urban Construction

DOI

10.2991/978-94-6463-516-4_9How to use a DOI?

Keywords

On-site testing methods; mathematical relationship; rigid floor assumption

Abstract

Due to the increasing complexity of building functions and diversity of shapes, structures are becoming more and more complex. This article will use on-site testing methods to verify whether the urban building floor meets the assumption of a rigid floor. Firstly, a mathematical relationship formula is established to validate the rigid floor assumption, and multiple measurement points in the X and Y directions of the same test floor are measured using sensors at medium and small speeds respectively, and the obtained data is inputted into the mathematical relationship formula to verify the rigid floor assumption. The results show that under natural excitation, this test floor meets the assumption of a rigid floor and there is no continuous non-rigid movement. The relative error measured at a small speed is better than that measured at a medium speed, and it is more suitable for measuring the floor velocity.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

TY  - CONF
AU  - Yu Chen
PY  - 2024
DA  - 2024/09/17
TI  - A On-Site Testing Method to Verify The Assumption of Rigid Floor in Urban Construction
BT  - Proceedings of the 2024 5th International Conference on Urban Construction and Management Engineering (ICUCME 2024)
PB  - Atlantis Press
SP  - 69
EP  - 79
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-516-4_9
DO  - 10.2991/978-94-6463-516-4_9
ID  - Chen2024
ER  -