Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System

ABSTRACT This paper proposes a combined outrigger and multilayer amplified viscous damped substructure system (COMAVDSS). First, a simplified analysis model for the COMAVDSS was established, and the mechanical models of the single‐layer amplified viscous damper (SAVD) and multilayer amplified viscous damper (MAVD) were derived. Subsequently, the theoretical predictions were compared with the experimental results to validate the mechanical model. Finally, to evaluate the vibration control capability of COMAVDSS, a high‐rise structure was numerically simulated. The deviation between the test and theoretical values of damping force and energy dissipation under different loading displacements is within ±15%. Compared with the viscous damper (VD), the maximum damping force of SAVD and MAVD increased by 380% and 883%, respectively. Compared with the combined outrigger substructure system (COSS), the top displacement RMS of the combined outrigger and viscous damped substructure system (COVDSS), the combined outrigger and single‐layer amplified damped substructure system (COSAVDSS), and COMAVDSS are reduced by 11.76%, 30.66%, and 55.13%, respectively. Compared with the COVDSS, COSAVDSS and COMAVDSS increase the damper energy dissipation by 42% and 58%, respectively. The COMAVDSS utilizes the relative displacement difference between the main structure and substructure and the damping amplification mechanism to improve the energy dissipation efficiency.

Authors

Institutions

Publication Details

Journal
The Structural Design of Tall and Special Buildings
Published
2025-10-01
DOI
https://doi.org/10.1002/tal.70076
Citations
1
Primary Topic
Seismic and Structural Analysis of Tall Buildings
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System

Hai‐Sui Yu, Wuhua Zeng, Hao Xu, Yuxiang Zhou et al.
1 citations
The Structural Design of Tall and Special Buildings
Seismic and Structural Analysis of Tall Buildings
0.95
article

Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System

Hai‐Sui Yu, Wuhua Zeng, Hao Xu, Yuxiang Zhou, Wenfu He
article en
1 citations

Abstract

ABSTRACT This paper proposes a combined outrigger and multilayer amplified viscous damped substructure system (COMAVDSS). First, a simplified analysis model for the COMAVDSS was established, and the mechanical models of the single‐layer amplified viscous damper (SAVD) and multilayer amplified viscous damper (MAVD) were derived. Subsequently, the theoretical predictions were compared with the experimental results to validate the mechanical model. Finally, to evaluate the vibration control capability of COMAVDSS, a high‐rise structure was numerically simulated. The deviation between the test and theoretical values of damping force and energy dissipation under different loading displacements is within ±15%. Compared with the viscous damper (VD), the maximum damping force of SAVD and MAVD increased by 380% and 883%, respectively. Compared with the combined outrigger substructure system (COSS), the top displacement RMS of the combined outrigger and viscous damped substructure system (COVDSS), the combined outrigger and single‐layer amplified damped substructure system (COSAVDSS), and COMAVDSS are reduced by 11.76%, 30.66%, and 55.13%, respectively. Compared with the COVDSS, COSAVDSS and COMAVDSS increase the damper energy dissipation by 42% and 58%, respectively. The COMAVDSS utilizes the relative displacement difference between the main structure and substructure and the damping amplification mechanism to improve the energy dissipation efficiency.

The Structural Design of Tall and Special BuildingsVol. 34(14)
Shanghai University (CN), Xinjiang Institute of Engineering (CN), Sanming University (CN)
Openalex Percentile: Top 21%
Seismic and Structural Analysis of Tall Buildings
0.95
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.