Zhi‐Peng Chen

ORCID: 0009-0004-6030-6180
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About
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Research Areas
  • Seismic Performance and Analysis
  • Masonry and Concrete Structural Analysis
  • Structural Behavior of Reinforced Concrete
  • Structural Engineering and Vibration Analysis
  • Shape Memory Alloy Transformations
  • Structural Response to Dynamic Loads
  • Structural Load-Bearing Analysis
  • Asphalt Pavement Performance Evaluation
  • Infrastructure Maintenance and Monitoring
  • Optical measurement and interference techniques
  • Seismic and Structural Analysis of Tall Buildings
  • Structural Analysis and Optimization
  • Titanium Alloys Microstructure and Properties
  • Topic Modeling
  • Digital Media Forensic Detection
  • High Entropy Alloys Studies
  • Vibration Control and Rheological Fluids
  • Generative Adversarial Networks and Image Synthesis
  • Surface Roughness and Optical Measurements
  • Advanced X-ray Imaging Techniques
  • Anaerobic Digestion and Biogas Production
  • Structural Health Monitoring Techniques
  • Ferroelectric and Negative Capacitance Devices
  • Domain Adaptation and Few-Shot Learning
  • Dyeing and Modifying Textile Fibers

Chongqing University
2025

Hong Kong Polytechnic University
2021-2024

Northwestern Polytechnical University
2024

Tangshan Normal University
2017-2024

Xuzhou Construction Machinery Group (China)
2023

Hebei University of Engineering
2020-2023

State Key Laboratory of Pollution Control and Resource Reuse
2023

Nanjing University of Science and Technology
2023

South China University of Technology
2023

Southeast University
2018-2022

Abstract An innovative nacre-like structure has been identified, demonstrating enhanced bending strength and compressive capacity. This study provides a detailed analysis of the mechanical response composite electrodes under lithiation-induced expansion impact loading in practical applications. The potential this as cathode for all-solid-state lithium-ion batteries (ASSLB) is explored. A comprehensive evaluation electrochemical performance using varying load conditions presented. results...

10.1088/1402-4896/adc514 article EN Physica Scripta 2025-03-25

This study proposes a novel shape memory alloy (SMA)-based self-centering (SC) precast segmental concrete column (PSCC). The entire structural system, called SSC-PSCC, can be constructed via off-site precasting followed by on-site assembly. By using connecting SMA bolts and steel angles, wherein elements contribute to SC energy dissipation (ED) capacities, respectively, SSC-PSCC is free from post-tensioned anchorages wet joints, the construction or repair process considerably simplified....

10.1002/stc.3099 article EN Structural Control and Health Monitoring 2022-09-29

The rapid advancement of network technology in China has significantly accelerated the implementation information higher education. Through utilization computer technology, multimedia big data artificial intelligence and communication integration these technologies university teaching become widespread. This paper presents an analysis discussion on latest IPv6 transmission protocol to enhance application collection education, with a specific focus gathering related faculties. By leveraging...

10.13052/jwe1540-9589.2321 article EN other-oa Journal of Web Engineering 2024-04-08

Abstract This paper investigates a steel moment resisting frame (MRF) with novel type of self‐centering (SC) base isolators, wherein superelastic shape memory alloy (SMA) U‐shaped dampers (SMAUDs) work as core components. A two‐story MRF model equipped two SMAUD‐based isolators was designed and built in the laboratory, series shake table tests were conducted to examine dynamic behavior seismic performance frame. Throughout all tests, no interventions, such repair or replacement isolator...

10.1002/eqe.4183 article EN cc-by-nc-nd Earthquake Engineering & Structural Dynamics 2024-06-28

ABSTRACT This paper presents an experimental study of a novel high‐performance self‐centring (SC) precast segmental concrete column (PSCC) utilising shape memory alloy (SMA) bolts. The tested PSCC was constructed with four segments and had total height 1555 mm. whole assembled by connecting through bolts solely, without using any complex anchorage for posttensioned components. Four 20‐mm‐diameter SMA were used at the base, whilst other connected high‐strength steel Certain levels prestrain...

10.1002/eqe.4275 article EN Earthquake Engineering & Structural Dynamics 2024-11-27

10.1016/j.image.2017.04.008 article EN Signal Processing Image Communication 2017-04-21
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