黄振宇
Personal information
Highest Degree:Doctoral degree
Professional Title:Associate professor
Administrative Position:Associate Professor
Academic Honor:
2017 Shenzhen Overseas High-Caliber Personnel Peacock Plan Level C
2020 Shenzhen University "Liyuan Outstanding Yung Scholar"
Conference Papers
- [1]Lightweight steel-concrete-steel sandwich composite shell subject to punching shear,,.
- [2]Arctic platform constructions using steel-concrete-steel sandwich composite,,.
- [3]Steel-concrete-steel sandwich composite structures subject to extreme loads,,.
- [4]Zhenyu Huang.J.Y. Richard Liew*.Nonlinear finite element modelling and parametric study of curved steel-concrete-steel double skin composite panel filled with ultra-lightweight cement composite,Construction and Building Materials,2015-10-01.
- [5]Ming Xiang Xiong.J.Y. Richard Liew.Zhen-Yu Huang*.Modified Critical Temperatures for Steel Design Based on Simple Calculation Models in Eurocode 3,Fire Technology,2015-07-01.
- [6]Zhenyu Huang.Dinh Chi Pham.Zhoucheng Su*.Xudong Qian*.Experimental Investigation and Damage Simulation of Large-scaled Filament Wound Composite Pipes,Composites Part B,2020-03-01.
- [7]Yingwu Zhou.Yang Chen.Lili Sui.Zhenyu Huang*.Songbin Zheng.Explicit neural network model for predicting FRP-concrete interfacial bond strength based on a large database,Composite Structures,2020-03-01.
- [8]Wei Zhang.Lili Sui.Yingwu Zhou.Xudong Qian.Zhanxia Fu.Zhenyu Huang*.Shear Resistance Behavior of Partially Composite Steel-Concrete-Steel Sandwich Beams Considering Bond-slip Effect,Engineering Structures.,2020-03-01.
- [9]Xiao Li.Zhenyu Huang.Clyde Zhengdao Li.Xin Liu.Geoffrey Qiping Shen.Foundation pit displacement monitoring and prediction using least squares support vector machines based on multi-point measurement,Structural Health Monitoring,2019-05-01.
- [10]Yingwu Zhou.Yanchun Yun.Zhenyu Huang.Biao Hu.Feng Xing.Lili Sui.Menghuan Guo.Shear strength components of adjustable hybrid bonded CFRP shear-strengthened RC beams,Composites Part B: Engineering,2019-04-01.
