Jingwei Gao

ORCID: 0000-0002-7510-9719
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About
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Research Areas
  • Rock Mechanics and Modeling
  • Seismic Performance and Analysis
  • Vibration Control and Rheological Fluids
  • Landslides and related hazards
  • Geomechanics and Mining Engineering
  • Structural Load-Bearing Analysis
  • Geotechnical and Geomechanical Engineering
  • Tunneling and Rock Mechanics
  • High-pressure geophysics and materials
  • Geophysical Methods and Applications
  • Hydrocarbon exploration and reservoir analysis
  • Geoscience and Mining Technology
  • Structural Behavior of Reinforced Concrete
  • Electrical Contact Performance and Analysis
  • Geotechnical Engineering and Analysis
  • Climate change and permafrost
  • Hydraulic Fracturing and Reservoir Analysis
  • Structural Engineering and Vibration Analysis
  • Advanced Sensor and Control Systems
  • Brake Systems and Friction Analysis
  • Structural Response to Dynamic Loads
  • Combustion and Detonation Processes
  • Advanced Sensor and Energy Harvesting Materials
  • Railway Engineering and Dynamics
  • Stock Market Forecasting Methods

Fuyang City People's Hospital
2025

China University of Mining and Technology
2021-2024

Guangxi University of Science and Technology
2024

Guangxi Hydraulic Power Machinery Research Institute
2024

China General Nuclear Power Corporation (China)
2023-2024

Southeast University
2021-2023

Rensselaer Polytechnic Institute
2023

Beijing University of Technology
2020-2022

Beijing University of Civil Engineering and Architecture
2020-2022

Jilin University of Chemical Technology
2021

In this study, we attempted to investigate the spatial gradient distributions of thermal shock-induced damage granite with respect associated deterioration mechanisms. First, shock experiments were conducted on specimens by slowly preheating high temperatures, followed rapid cooling in tap water. Then, investigated computed tomography (CT) and image analysis techniques. Finally, influence temperature gradients was discussed. The results show that induced can cause more than slow cooling....

10.1016/j.jrmge.2020.05.004 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2020-08-15

ABSTRACT One of the main ways to improve seismic performance coupled shear walls is develop replaceable coupling beams with higher performance. In this paper, comparative tests on cast‐in‐place wall leveraged friction (CPCW‐LFCB) and CPCW reinforced concrete (CPCW‐RCB) were conducted, influence LFCB deformation characteristics CPCWs was analyzed. First, specimens CPCW‐RCB CPCW‐LFCB both in a bending mode their failure modes showed characteristic “strong piers weak beams.” At same time, two...

10.1002/eqe.4325 article EN Earthquake Engineering & Structural Dynamics 2025-02-10

Abstract In order to improve the efficiency of friction dampers, a shear‐type response‐amplified damper (RAFD) was proposed, which utilized lever mechanism amplify shear displacement and increase sliding distance pairs. Cyclic loading tests were conducted on 12 RAFD specimens evaluate effects machining processes, materials, protocols, bolt pretension mechanical performance specimens. The results showed that with NAO brass pads exhibited plump hysteresis loops, bearing capacity, effective...

10.1002/eqe.4070 article EN Earthquake Engineering & Structural Dynamics 2023-12-22

10.1007/s10064-021-02462-5 article EN Bulletin of Engineering Geology and the Environment 2021-09-28

In the present study, we tried to understand spatially distributed damage in sandstone samples under coupled stress-freeze-thaw (SFT) conditions. Firstly, uniaxial compressive stresses (i.e. 0 MPa, 10 20 and 25 MPa) were applied samples, then freeze-thaw (FT) cycles (0, 8, 16, 24) performed on uniaxially stressed realize SFT coupling. Next, real-time CT scanning was conducted observe induced damage. The total porosity introduced quantitatively evaluate degree. local variation, with distance...

10.1016/j.jrmge.2022.04.007 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2022-05-17

Due to the important role of nuclear power plant containment in prevention leaks, it is great necessity study model's loading mechanism and gas distribution. Most models previous studies were small size, with a maximum ratio 1:4. Moreover, focused on pressure thermal-pressure coupling have not been examined. In this study, we take Langfang's 1:3.2 model as object. Before experiment, simulation air-vapor mixed working medium was performed absolute loaded 1.0 MPa. The temperature at several...

10.1080/00223131.2024.2305739 article EN cc-by-nc-nd Journal of Nuclear Science and Technology 2024-01-22

As a semi-active control device, the magnetorheological (MR) damper has received much concern for its great controllability, quick response and lower input power. However, problem of liquid leakage is produced after long-term service, severely affecting performance service life. To solve this problem, paper proposes fully vulcanizing consolidating viscoelastic material, cylinder barrel piston rod, which replaces traditional dynamic seal with static develops new leak-proof MR damper....

10.3389/fmats.2019.00118 article EN cc-by Frontiers in Materials 2019-06-07

With the rapid development of industrial automation and power electronics, requirements for electrical contact materials are increasing. However, traditional encountered significant bottlenecks in terms performance enhancement production environmental friendliness. Therefore, this paper proposes a new material design idea that utilizes π-π interactions between graphene compounds with conjugated structures order to achieve uniform dispersion metal matrix thus enhance composites. Based on...

10.3390/nano14161349 article EN cc-by Nanomaterials 2024-08-15

This study investigated the effects of freezing temperature under freeze-thaw cycling conditions on mechanical behavior sandstone. First, sandstone specimens were subjected to 10-time treatments at different temperatures (−20, −40, −50, and −60 °C). Subsequently, a series density, ultrasonic wave, static dynamic tests carried out. Finally, P-wave velocity, stress–strain curves, uniaxial compressive strength, elastic modulus, energy absorption discussed. The results show that density slightly...

10.3390/app112210653 article EN cc-by Applied Sciences 2021-11-12

Compared with the traditional reinforced concrete columns, concrete-filled steel tubular columns a better restraint effect of tube on core showed higher bearing capacity and ductility under static loads. However, except loads, are commonly exposed to extreme dynamic loads including earthquake, explosion, impact. The study behavior is extremely significant ensure their safety against such In this article, polyvinylidene fluoride piezoelectric smart sensor was proposed monitor axial impact...

10.1177/1369433219876205 article EN Advances in Structural Engineering 2019-09-23

Summary Numerical studies of suspended‐floor structures were conducted, and viscous dampers applied to improve their seismic performances. The following issues analyzed under 20 earthquake records: responses the primary structure suspended floors, distributions damping coefficient c 0 , interstory stiffness floors. There was a significant reduction in roof drift base shear force cores after replacing steel bars with dampers. exhibited an optimal . triangular distribution showed smaller...

10.1002/tal.1912 article EN The Structural Design of Tall and Special Buildings 2021-11-28

The argillaceous siltstone reservoirs in South China Sea involves a wide variety of fossil resources, such as gas hydrate, marine oil, natural gas, and other mineral resources. with mixed wettability characteristics is easily dispersed water, it difficult to study the based on water imbibition technique. In this work, an innovative method proposed demonstrate nuclear magnetic resonance (NMR) contact angle results show that affinity for oil stronger than water. However, volume much larger...

10.1615/jpormedia.2024052188 article EN Journal of Porous Media 2024-01-01
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