Real-Time Hybrid Test Development and Application in Soil–Structure Interaction Systems

Real-time hybrid testing is an efficient testing technique that combines physical testing with numerical calculations to jointly evaluate the performance of complex structures under different external excitations. This study conducted a quantitative bibliometric analysis of 121 RTHT articles published between 1992 and 2025. The survey revealed that only 8% of all test applications addressed soil–structure interaction systems, merely 3% employed finite element models exceeding 10,000 DOFs, and more than 90% of the interface equations were still based on lumped mass assumptions. An RTHT framework based on the branch modal method was proposed to overcome these limitations. Within this framework, the numerical soil substructure was reduced from thousands of DOFs to approximately one hundred DOFs, with a verified peak acceleration error of below 7%. This approach offers a practical reference for real-time hybrid testing of complex systems.

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Publication Details

Journal
Buildings
Published
2025-08-18
DOI
https://doi.org/10.3390/buildings15162930
Primary Topic
Hydraulic and Pneumatic Systems
Type
article
Field-Weighted Citation Impact
0.00

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article

Real-Time Hybrid Test Development and Application in Soil–Structure Interaction Systems

Nan Jiang, Chongxiang Zhang, Yaoting Sun, Lanfang Luo et al.
Buildings
Hydraulic and Pneumatic Systems
article

Real-Time Hybrid Test Development and Application in Soil–Structure Interaction Systems

Nan Jiang, Chongxiang Zhang, Yaoting Sun, Lanfang Luo, Jinyuan Zhang
article en

Abstract

Real-time hybrid testing is an efficient testing technique that combines physical testing with numerical calculations to jointly evaluate the performance of complex structures under different external excitations. This study conducted a quantitative bibliometric analysis of 121 RTHT articles published between 1992 and 2025. The survey revealed that only 8% of all test applications addressed soil–structure interaction systems, merely 3% employed finite element models exceeding 10,000 DOFs, and more than 90% of the interface equations were still based on lumped mass assumptions. An RTHT framework based on the branch modal method was proposed to overcome these limitations. Within this framework, the numerical soil substructure was reduced from thousands of DOFs to approximately one hundred DOFs, with a verified peak acceleration error of below 7%. This approach offers a practical reference for real-time hybrid testing of complex systems.

BuildingsVol. 15(16)
Tianjin University (CN), Binzhou Technician College (CN)
Natural Science Foundation of Shandong Province
Openalex Percentile: Top 79%
Hydraulic and Pneumatic Systems
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Real-Time Hybrid Test Development and Application in Soil–Structure Interaction Systems — Nan Jiang, Chongxiang Zhang, et al. · Buildings (2025) | TGRS Research Map | TGRS