Lei Zhang

ORCID: 0009-0000-5461-7696
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About
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Research Areas
  • Structural Load-Bearing Analysis
  • Structural Engineering and Vibration Analysis
  • Structural Behavior of Reinforced Concrete
  • Structural Analysis and Optimization
  • Structural Health Monitoring Techniques
  • Metal Forming Simulation Techniques
  • Advanced Fiber Optic Sensors
  • Seismic Performance and Analysis
  • Fire effects on concrete materials
  • Structural Response to Dynamic Loads
  • Dynamics and Control of Mechanical Systems
  • Geomechanics and Mining Engineering
  • Fluid Dynamics Simulations and Interactions
  • Vibration and Dynamic Analysis
  • Seismic and Structural Analysis of Tall Buildings

China Academy of Building Research
2023-2024

Chongqing University of Science and Technology
2021

China State Construction Engineering (China)
2021

Hunan City University
2018

China Railway Eryuan Engineering Group Co.
2011

China Railway Group (China)
2011

Against the backdrop of China’s continuous promotion green and low-carbon transformation development construction industrialization, high-strength composite structural systems have significant prospects. However, their research application in field are insufficient. In response to this issue, study proposes a new high-performance system, namely frame–high-strength steel plate wall core tube resilient which includes composed double concrete shear walls replaceable energy dissipation coupling...

10.3390/buildings14010301 article EN cc-by Buildings 2024-01-22

This paper presents a newly improved version of the Whale Optimization Algorithm based on quantum theory by optimizing Artificial Neural Network for ground response approximation problems in short buildings. Based literature, does not provide proper surface prediction seismic load applications. Hence, main idea this study is to assess utilization whale optimization algorithm calculating columns' horizontal deflection structure under notable considered loading. The input database utilized...

10.1016/j.egyr.2021.06.095 article EN cc-by Energy Reports 2021-07-08

China is facing the development requirements of dual carbon goal and construction needs resilient cities. Currently, high-strength composite structural systems are a feasible solution, but their research application in field insufficient, especially for combination forms concrete above C100 steel Q550. In response to this issue, paper proposes new high-performance system, namely frame - plate wall core tube structure which includes (Q550) ultra-high strength (C100) shear walls, replaceable...

10.20944/preprints202312.0731.v1 preprint EN 2023-12-11

In the analysis of steel frame, bearing capacity joints is basic mechanical property.With reference to component method proposed in Eurocode 3 (EC3) specification, based on characteristic transmitting force each outer shell joints, T-stub connection controlled by with smallest capacity.The calculation and flow were put forward, compared experimentally obtained bending moments.This line engineering design, easy be applied practice.

10.2991/iceesd-18.2018.277 article EN cc-by-nc 2018-01-01

Abstract Aiming at the problems of large interlayer displacement angle and low rotational stiffness modular steel frame connection nodes, a new type grouted joint was proposed, experimental study carried out to observe failure form mechanical performance node. In order bearing capacity characteristics grouting connection, 4 different specimens were tested studied. The influence bolt node on capacity, rotation ultimate is analyzed. test results show that can ensure integrity improve node;...

10.1088/1755-1315/820/1/012007 article EN IOP Conference Series Earth and Environmental Science 2021-07-01
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