Ming Cheng

ORCID: 0009-0000-5869-4197
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About
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Research Areas
  • Structural Behavior of Reinforced Concrete
  • Seismic Performance and Analysis
  • Metal Forming Simulation Techniques
  • Structural Load-Bearing Analysis
  • Vibration and Dynamic Analysis
  • Structural Response to Dynamic Loads
  • Metallurgy and Material Forming
  • Asphalt Pavement Performance Evaluation
  • Agriculture and Farm Safety
  • Experimental Learning in Engineering
  • Optimization and Mathematical Programming
  • Advanced Sensor and Control Systems
  • Topology Optimization in Engineering
  • Industrial Technology and Control Systems
  • Economic theories and models
  • Risk and Portfolio Optimization
  • Smart Materials for Construction
  • Innovative concrete reinforcement materials
  • Reservoir Engineering and Simulation Methods
  • Water resources management and optimization
  • Composite Structure Analysis and Optimization
  • Coastal and Marine Management
  • Elevator Systems and Control
  • Wind and Air Flow Studies
  • Numerical methods in engineering

Harbin Institute of Technology
2024

Liaoning Planning and Design Institute of Post and Telecommunication
2024

South China Municipal Engineering Design and Research Institute (China)
2024

Peking University
2009-2023

Nanchang University
2023

Hefei University of Technology
2017

Chinese Academy of Sciences
2013

United States Air Force Academy
2012

Allen-Vanguard (Canada)
2010

This paper addresses application of an energy-based plastic-damage model for concrete to the modeling hysteretic responses reinforced (RC) shear walls. Both damage evolution and plastic flows are accounted within framework thermodynamics, resulting in consistent laws. The is implemented commercial software package ABAQUS via user-defined material subroutine applied two representative benchmark tests RC walls under cyclic loading. It shown that with steel reinforcement properly for, can...

10.1177/1056789519889103 article EN International Journal of Damage Mechanics 2019-11-28

10.1016/j.ijimpeng.2010.08.002 article EN International Journal of Impact Engineering 2010-08-18

The River Chief System is an administrative model of water environment governance currently adopted in China. Under this system, the chief CPC and government leaders at various levels serve as “river chiefs” are responsible for organizing directing management protection rivers lakes within their remit. This paper tries to reveal actual effectiveness based on behaviors grassroots river chiefs (GRCs). First-hand data about GRCs obtained through a questionnaire survey. Whether target achieved...

10.46488/nept.2023.v22i03.034 article EN cc-by Nature Environment and Pollution Technology 2023-09-01

The seismic assessment and retrofit of existing bridges has become important in Taiwan, since the Chi-Chi earthquake 1999. In order to ensure safety traffic network, a project been launched assess re- sistance capacity over 2,200 on Taiwan Roadway System. A detailed evaluation procedure, using modified ATC-40 spectrum method was first applied 140 regular bridges. state-of-the-art nonlinear static anal- ysis (pushover analysis) adopted calculate resistance terms PGA, compare demand according...

10.3970/sl.2009.001.001 article EN 2009-02-01

The bead pack, as filler, has been introduced to thin-wall tube bending process. pressure transmission, flowing and deformation characteristics of different pack systems are simulated during push with discrete element method (DEM). simulations conducted respectively in conditions including friction frictionless, the same size sizes. As a result, coefficient is major parameter packs. Consequently packs can be used fillers improve thin-walled process, especially ultra-thin-wall bending.

10.1063/1.4806899 article EN AIP conference proceedings 2013-01-01

It is very important for the wind-resistant design of high-rise buildings to assess wind-induced vibrations efficiently. The Lattice Boltzmann Method-based Large Eddy Simulation and Fluid–Structure Interaction techniques are used identify surface wind pressure dynamic response a CAARC standard building. Compared with tunnel tests, detailed analysis accuracy simulated pressures base moments model discussed under multiple direction angles. differences between one-way two-way simulations...

10.3390/buildings14020423 article EN cc-by Buildings 2024-02-03

In this study, the road performance of hot in-place recycled asphalt mixture is systematically evaluated through laboratory tests. Four kinds mixtures are selected for study: AC-10 before regeneration, AC-16 after and regeneration. The high-temperature low-temperature properties regeneration by rutting test, semi-circular bending small beam test. freeze–thaw splitting four-point fatigue dynamic modulus test used to determine water stability, life, uniaxial compression results show that has...

10.1061/9780784485255.053 article EN 2024-02-06

Systematic analysis and decision are a synthetic research aspect which combines control science, computer science network technology. applied in industry system because of its efficiency high reliability. This paper reviews similarities differences between systematic analysis. Based on the basic theories composition systems, this introduces key problem It greatly improves automatic level drastically finally, future developments two methods outlined.

10.4028/www.scientific.net/amr.628.396 article EN Advanced materials research 2012-12-01

Base isolation technology, which introduces isolated bearings between the top of foundation and upper structure, is regarded as an effective method to reduce seismic energy absorbed by structure. Lead rubber bearing (LRB), that is, a representative device, has been widely used in structural systems. An element for simulating behavior LRB was developed with user subroutine (UEL) feature ABAQUS, further introduced into analysis base-isolated structure LRB. The Bouc-Wen bi-directional coupled...

10.14455/isec.2020.7(2).str-14 article EN Proceedings of International Structural Engineering and Construction 2020-10-30
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