Research on Dynamic Performance Evaluation of Prefabricated Super-High-Rise Residential Structures During Construction

LIU Yang; LIU Chunqing; ZHANG Fengliang; WEI Jiaoyuan

doi:10.3724/j.gyjzG25041408

Volume 55 Issue 12

Dec. 2025

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LIU Yang, LIU Chunqing, ZHANG Fengliang, WEI Jiaoyuan. Research on Dynamic Performance Evaluation of Prefabricated Super-High-Rise Residential Structures During Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 71-79. doi: 10.3724/j.gyjzG25041408

Citation:

LIU Yang, LIU Chunqing, ZHANG Fengliang, WEI Jiaoyuan. Research on Dynamic Performance Evaluation of Prefabricated Super-High-Rise Residential Structures During Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 71-79. doi: 10.3724/j.gyjzG25041408

Citation:

LIU Yang, LIU Chunqing, ZHANG Fengliang, WEI Jiaoyuan. Research on Dynamic Performance Evaluation of Prefabricated Super-High-Rise Residential Structures During Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 71-79. doi: 10.3724/j.gyjzG25041408

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Research on Dynamic Performance Evaluation of Prefabricated Super-High-Rise Residential Structures During Construction

doi: 10.3724/j.gyjzG25041408

1. School of Civil Engineering，Central South University，Changsha 410000，China;
2. China Railway No.5 Engineering Group Co.，Ltd.，Guiyang 550000，China;
3. School of Intelligent Civil and Ocean Engineering，Harbin Institute of Technology（Shenzhen），Shenzhen 518055，China

Received Date: 2025-04-14
Available Online: 2026-01-06
Publish Date: 2025-12-20

Abstract

Abstract

This study conducted ambient vibration tests on a precast super tall building located in Shenzhen throughout its entire construction period， obtaining structural dynamic response data at various stages. Bayesian operational modal analysis （OMA） techniques were employed to identify the structural modal parameters during the construction process. By analyzing these modal parameters and comparing them with finite element model results， this study revealed an overall declining trend in both modal frequencies and damping ratios as construction progressed， which was consistent with the evolution of structural dynamic response characteristics. The research quantified the characteristics of frequency variations across different construction phases. The results indicated that although the measured modal frequencies were consistently approximately 40% higher than the finite element-calculated values， both exhibited the same variation trend， thereby validating the reliability of the finite element model for trend prediction. Upon project completion， measurements demonstrated a high degree of agreement between the first six experimental modal shapes and the finite element analysis results under the Modal Assurance Criterion （MAC）.
- structural health monitoring,
- ambient vibration testing,
- Bayesian modal identification,
- prefabricated building,
- super-high-rise building

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References(28)

References

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