Review of research on Bond–Slip of reinforced concrete structures

Y Zheng, C Fan, J Ma, S Wang - Construction and Building Materials, 2023 - Elsevier
Based on a review of existing literature, this paper summarizes the research progress
pertaining to the bond–slip in reinforced concrete (RC) structures. Specifically, considering …

A novel displacement prediction method using gated recurrent unit model with time series analysis in the Erdaohe landslide

Y Zhang, J Tang, Z He, J Tan, C Li - Natural Hazards, 2021 - Springer
Landslides are natural phenomena, causing serious fatalities and negative impacts on
socioeconomic. The Three Gorges Reservoir (TGR) area of China is characterized by more …

Influence of localised corrosion on the cyclic response of reinforced concrete columns

Z Rinaldi, F Di Carlo, S Spagnuolo, A Meda - Engineering Structures, 2022 - Elsevier
The evaluation of the corrosion effects on both the local and global behaviour of reinforced
concrete elements is nowadays a topical problem, since many structures have reached their …

Bond-slip model considering freeze-thaw damage effect of concrete and its application

ZH Wang, L Li, YX Zhang, WT Wang - Engineering Structures, 2019 - Elsevier
The bonding behavior between concrete and steel bar may be severely deteriorated due to
freeze-thaw damage of concrete, which may significantly affect the seismic performance of …

The influence of water level fluctuation on the stability of landslide in the Three Gorges Reservoir

Y Zhang, S Zhu, J Tan, L Li, X Yin - Arabian Journal of Geosciences, 2020 - Springer
In order to study the influence of water level fluctuation on the stability of landslide in the
Three Gorges Reservoir (TGR), Xigouwan landslide was selected to be a research object to …

Variability in corrosion damage models and its effect on seismic collapse fragility of aging reinforced concrete frames

XH Yu, KY Dai, YS Li - Construction and Building Materials, 2021 - Elsevier
Corrosion of embedded reinforcement is an important form of degradation of reinforced
concrete (RC) structures. The corrosion damage can degrade the mechanical behaviors of …

Experimental study and analytical model of the bond behavior of corroded reinforcing steel bars in concrete

Y Zheng, SS Zheng, L Yang, LG Dong… - Construction and Building …, 2022 - Elsevier
The corrosion of longitudinal rebar and stirrups will cause serious degradation of the bond
performance between steel bars and concrete. To investigate the impact of both longitudinal …

Research on a seismic connectivity reliability model of power systems based on the quasi-Monte Carlo method

X Liu, S Zheng, X Wu, D Chen, J He - Reliability Engineering & System …, 2021 - Elsevier
To improve the speed of the error convergence of the Monte Carlo method in the seismic
connectivity reliability assessment of power systems, the quasi-Monte Carlo method …

Prediction of residual behaviour for post-earthquake damaged reinforced concrete column based on damage distribution model

L Li, G Luo, Z Wang, Y Zhang, Y Zhuge - Engineering Structures, 2021 - Elsevier
Predicting the residual behaviour of buildings in the damaged state is essential for
quantitative performance assessment of post-earthquake damaged structures, which …

Application of GWO-ELM model to prediction of Caojiatuo landslide displacement in the Three Gorge Reservoir Area

L Zhang, X Chen, Y Zhang, F Wu, F Chen, W Wang… - Water, 2020 - mdpi.com
In order to establish an effective early warning system for landslide disasters, accurate
landslide displacement prediction is the core. In this paper, a typical step-wise-characterized …