Chengcheng Chen

ORCID: 0000-0002-6014-5135
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Research Areas
  • Structural Behavior of Reinforced Concrete
  • Structural Load-Bearing Analysis
  • Seismic Performance and Analysis
  • Cavitation Phenomena in Pumps
  • Hydraulic and Pneumatic Systems
  • Structural Response to Dynamic Loads
  • Aluminum Alloy Microstructure Properties
  • Remote-Sensing Image Classification
  • Maritime Navigation and Safety
  • Concrete Corrosion and Durability
  • Infrared Target Detection Methodologies
  • Aluminum Alloys Composites Properties
  • Structural Engineering and Vibration Analysis
  • Metallurgy and Material Forming
  • Advanced Neural Network Applications
  • Advanced Battery Technologies Research
  • Fire effects on concrete materials
  • Underwater Vehicles and Communication Systems
  • Coal Combustion and Slurry Processing
  • Advanced Image and Video Retrieval Techniques
  • Advancements in Battery Materials
  • Advanced Welding Techniques Analysis
  • Maritime Transport Emissions and Efficiency
  • Wind Energy Research and Development
  • VLSI and FPGA Design Techniques

Shanghai Maritime University
2022-2025

National Taiwan University of Science and Technology
2011-2024

Northeastern University
2023-2024

Beijing Information Science & Technology University
2024

Nankai University
2024

China Electronic Product Reliability and Environmental Test Institute
2020-2024

North University of China
2020

Xi'an Jiaotong University
2020

Shandong Agricultural University
2016

Mokpo National University
2014

Area and reliability optimization have become the primary constraints in circuits logic synthesis. To address increasing area transient fault susceptibility combinational circuits, we propose a high-dimensional genetic algorithm (HGA). HGA adopts an evolutionary scheme based on ternary tree, uses adaptive crossover operator flight to jump out of local optimum. Moreover, HGA, method (AROM) for mixed polarity Reed-Muller which searches best with minimum soft error rate. The experimental...

10.1145/3712591 article EN ACM Transactions on Design Automation of Electronic Systems 2025-01-17

The hysteretic behavior of buckling inhibited braces (BIBs) (or unbonded braces) made low yield strength steel is investigated experimentally. Test results from four large-scale specimens showed that the BIB able to prevent early and cracking occur in conventional develop full capacity strength, ductility, energy-dissipation used. In addition, use small deformation dramatic strain hardening BIB. Earthquake simulation tests a 0.4-scale three-storey ductile concentrically braced frame (DCBF),...

10.1139/l01-044 article EN Canadian Journal of Civil Engineering 2001-10-01

In recent years, transformer-based networks, known for their ability to model long-range dependencies, have been widely used in downstream computer vision tasks, surpassing certain neural network architectures. However, networks suffer from issues such as large parameter size, high computational complexity, and difficulties extending spatial channel features the third or even higher orders, resulting convergence challenges small medium-sized datasets limited effectiveness extracting...

10.1109/tgrs.2023.3312452 article EN IEEE Transactions on Geoscience and Remote Sensing 2023-01-01

10.1109/jstars.2024.3417414 article EN cc-by-nc-nd IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing 2024-01-01

10.1007/s13296-018-0114-y article EN International Journal of Steel Structures 2018-06-29

In recent years, with the development of maritime industry, computer vision tasks based on optical remote sensing images have gained increasing attention in field marine sensing. However, complex meteorological environments, traditional detection methods often suffer from high rates missed detections and false alarms for small targets. To address this issue, paper proposes a Super Feature Pyramid Network (HFPNet) detecting objects, which includes Enhancement Module (FEM) Multi-Scale...

10.1109/jstars.2023.3286483 article EN cc-by IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing 2023-01-01

This research investigated the panel zone shear behavior of a proposed through-flange connection for steel beams to circular concrete-filled tubular (CFT) columns. Four exterior beam-column specimens were designed and tested using cyclic loading applied beam end. Three design variables examined: concrete infill in column tube, stiffeners tube zone, width plates. Test results showed significant yielding all specimens. Failure was caused by fracture near plates crushing at stiffener side if...

10.1061/(asce)st.1943-541x.0001187 article EN Journal of Structural Engineering 2014-10-14

The pump-turbine impeller is the key component of pumped storage power plant. Current design methods are private and protected from public viewing. Generally, proceeds in two steps: initial hydraulic optimization to achieve a balanced performance between pump mode turbine mode. In this study, 3D inverse method used for design. However, due special demand high both reverse mode, insufficient. This study carried out by modifying geometrical parameters blade which have great influence need...

10.5293/kfma.2015.18.1.020 article EN The KSFM Journal of Fluid Machinery 2015-02-01

Partially concrete encased steel (PE) beams are composite and elements that present several advantages, such as higher fire resistant, flexural capacity, lateral torsional buckling resistant compared to bare beams. This paper reports an experimental study of eight PE under cyclic loading. The effectiveness intermediate stiffeners, midspan stiffener plastic hinge zone stiffener, in enhancing action ductility the was studied. performance using strengthened beam‐to‐column connection weakened...

10.1155/2018/8672357 article EN cc-by Advances in Civil Engineering 2018-01-01

Most tidal current turbine designs are focused on medium and large scale for deep sea, less attention is paid in low water level channel, such as the region around islands costal sea. This study to develop a horizontal axis rotor blade which applicable island southwest coastal of Korea. In this study, hydrofoil NACA63-415 NACA63-817 both adopted analyze. The using showed higher maximum power coefficient good performance at small TSR (Tip Speed Ratio), gives more advantages operating lower...

10.5293/kfma.2014.17.5.060 article EN The KSFM Journal of Fluid Machinery 2014-10-01

Abstract Eight sets of large, circular, short reinforced concrete columns were tested under monotonic axial compression. The primary variables are type transverse reinforcement (spiral vs. circular tie), splice, end hook length and staggered adjacent ties. tests confirmed the acceptable performance tie newly proposed in ACI 318M‐11. In addition, scheme which ends terminate with hooks that engage a longitudinal steel bar bend into core is for ease construction. effectiveness its ties also...

10.1002/suco.201200012 article EN Structural Concrete 2013-03-01

A lap‐spliced crosstie consists of two J‐shaped steel bars (rebars) that have a straight end and an featuring 180° hook. inner hoop is the lap splice U‐bars. In this study, cyclic load test was conducted on four large‐sized reinforced concrete (RC) columns to investigate performance RC comprising crossties hoops. The research results are presented as follows: (a) ductility specimens adopted hoops significantly superior using conventional hook ends. (b) use may improve constructability over...

10.1002/suco.201700098 article EN Structural Concrete 2017-12-11

The effectiveness of crossties in six sets large-scale reinforced concrete short columns under monotonic axial compression is evaluated experimentally. primary variables were type crosstie engagement, crosstie, and placement offset. It was observed that minor offset up to 20 mm between hooks longitudinal steel bars does not bring unfavorable consequences confinement. hook engagement both hoop bar better than the alone, but it difficult installation. Crossties composed two straight...

10.1260/1369-4332.15.10.1717 article EN Advances in Structural Engineering 2012-10-01
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