4.7 Article

Operational modal analysis and continuous dynamic monitoring of high-rise building based on wireless distributed synchronized data acquisition system

Journal

STRUCTURAL CONTROL & HEALTH MONITORING
Volume 29, Issue 11, Pages -

Publisher

JOHN WILEY & SONS LTD
DOI: 10.1002/stc.3063

Keywords

continuous dynamic monitoring; high-rise building; operational modal analysis; whiplash effect; wireless distributed synchronized data acquisition (WDSA)

Funding

  1. National Natural Science Foundation of China [51878226, 52122804, 51978214]
  2. Shenzhen Technology Innovation Programm [JCYJ20180508152238111]

Ask authors/readers for more resources

This paper reports the structural dynamic behaviors of a skyscraper under operational conditions using a wireless distributed synchronized data acquisition system. The system is developed to conveniently acquire the structural responses from the skyscraper with the GNSS time information. The synchronization accuracy of the system is validated by comparing the modal parameters estimated by wired central data acquisition and the wireless system. The dynamic properties of the skyscraper are presented through operational modal analysis. Additionally, a continuous dynamic monitoring system is developed to capture the long-term structural responses at different spatial positions, and the structural dynamic behaviors of the skyscraper under normal wind, typhoon, and earthquake conditions are reported.
The paper mainly reports the structural dynamic behaviors of a skyscraper under operational conditions based on a wireless distributed synchronized data acquisition (WDSA) system. First, the WDSA system is developed to conveniently acquire the structural responses from a large and complex structure with the unified Global Navigation Satellite System (GNSS) time information. The phase synchronization accuracy of the WDSA method is validated by comparing the modal parameters estimated by both wired central data acquisition (WCA) and the WDSA systems. Subsequently, the dynamic properties of a skyscraper are presented by performing operational modal analysis (OMA) based on the proposed WDSA system. Finally, the WDSA-based continuous dynamic monitoring system is further developed to capture the long-term structural responses at different spatial positions. The structural dynamic behaviors of the skyscraper under normal wind, typhoon and earthquake conditions are reported. The structural whiplash effect under both normal wind and earthquake conditions are characterized by the acceleration-based accumulated contribution factor.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available