Jun Chen

ORCID: 0000-0002-6025-418X
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About
Contact & Profiles
Research Areas
  • Structural Health Monitoring Techniques
  • Structural Engineering and Vibration Analysis
  • Railway Engineering and Dynamics
  • Seismic Performance and Analysis
  • Effects of Vibration on Health
  • Geotechnical Engineering and Underground Structures
  • Wind and Air Flow Studies
  • Advancements in Battery Materials
  • Simulation and Modeling Applications
  • Infrastructure Maintenance and Monitoring
  • Extraction and Separation Processes
  • Geophysical Methods and Applications
  • Advanced Battery Materials and Technologies
  • Underground infrastructure and sustainability
  • Manufacturing Process and Optimization
  • Industrial Technology and Control Systems
  • Power Systems and Technologies
  • Vibration and Dynamic Analysis
  • Structural Load-Bearing Analysis
  • Seismic Waves and Analysis
  • Probabilistic and Robust Engineering Design
  • Noise Effects and Management
  • Soil, Finite Element Methods
  • Vibration Control and Rheological Fluids
  • Catalytic C–H Functionalization Methods

Tongji University
2015-2024

Shanghai Jiao Tong University
2011-2024

Chengdu University of Technology
2024

Qufu Normal University
2024

Xinjiang University
2007-2022

Xiangtan University
2021

Huaiyin Institute of Technology
2018

Guilin University of Technology
2008-2015

University of Architecture, Civil Engineering and Geodesy
2012

China Three Gorges University
2010-2012

10.1016/j.soildyn.2010.06.014 article EN Soil Dynamics and Earthquake Engineering 2010-07-20

10.1007/s11803-010-0037-x article EN Earthquake Engineering and Engineering Vibration 2010-12-01

10.1007/s10518-020-00901-4 article EN Bulletin of Earthquake Engineering 2020-07-08

Induced by unusual events such as people gatherings or furniture stacking, extraordinary loads rarely occur but can exhibit significant amplitudes. Though, sufficient statistical data are required to quantify the stochastic behavior of loads, traditional surveys typically depend on manual on-site questionnaires, leading low efficiency, occupant resistance and problematic weight estimation. In this study, multi-source online therefore used propose a new survey method. Object weights obtained...

10.1177/13694332231167095 article EN Advances in Structural Engineering 2023-06-19

The vibration serviceability of an as-built long-span concrete floor was assessed using field measurements taken during the structure's daily use and under controlled human activities including a group people walking jumping at specific frequencies. serves as waiting hall railway station has unique external prestressing system. measured natural frequencies recorded accelerations were compared with threshold values specified in design guidelines. fundamental frequency estimated to be...

10.1061/(asce)cf.1943-5509.0000738 article EN Journal of Performance of Constructed Facilities 2015-01-13

Developing a model for the dynamic force generated by pedestrian’s foot on supporting structure (single footfall trace model) is crucial to advanced numerical analysis and vibration serviceability assessment of structure. A reliable needs reflect inter-subject intra-subject randomness human walking. This paper introduces stochastic single in form Fourier series which body weight, walking frequency, first eight harmonics are treated as random variables. An experiment used 73 test subjects, at...

10.1142/s0219455419500299 article EN International Journal of Structural Stability and Dynamics 2018-10-25

Dozens of human-induced load models for individual walking and jumping have been proposed in the past decades by researchers are recommended various design guidelines. These differ from each other terms function orders, coefficients, phase angles. When designing structures subjected to loads, many cases, a model is subjectively selected engineer. The effects different on prediction structural responses efficiency vibration control devices such as tuned mass damper, however, not clear. This...

10.1177/1369433219843709 article EN Advances in Structural Engineering 2019-04-29

Abstract Strong earthquake disasters can cause noticeable damage correlations among regional buildings with similar mechanical properties, termed structure‐to‐structure seismic correlation, which has a pronounced impact on the risk assessment and therefore needs to be properly quantified. This study first introduces time‐domain analytical equivalent frequency‐domain analysis based random vibration theory for calculating correlation coefficients. Subsequently, by employing spatially...

10.1002/eqe.4172 article EN Earthquake Engineering & Structural Dynamics 2024-05-30

In this study, Ground penetrating radar is used to detect the quality of back-filled grouting in a shield tunnel. A simulated GPR record shows that steel bars lining segments usually generate strong scattering and multiples, thereby obscuring reflections from objects making it difficult locate objects. Various filtering methods for multiple suppression (i.e., predictive deconvolution, f-k attenuation, Karhunen-Loeve transformation) were applied typical defect model. The `wave field...

10.1109/icgpr.2010.5550123 article EN 2010-06-01
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