Failure mode classification and bearing capacity prediction for reinforced concrete columns based on ensemble machine learning algorithm

DC Feng, ZT Liu, XD Wang, ZM Jiang… - Advanced Engineering …, 2020 - Elsevier
Failure mode (FM) and bearing capacity of reinforced concrete (RC) columns are key
concerns in structural design and/or performance assessment procedures. The failure types …

Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading

DC Feng, G Wu, Y Lu - Engineering Structures, 2018 - Elsevier
In this paper, a finite element modelling approach is developed for the analysis of the cyclic
behavior of precast beam-to-column connections. In particular, the modelling takes into …

Multi-expression programming based prediction of the seismic capacity of reinforced concrete rectangular columns

R Asghar, MF Javed, M Saqib, A Alaskar, M Ali… - … applications of artificial …, 2024 - Elsevier
This article presents an innovative artificial intelligence based multi-expression
programming approach to predict the seismic capacity of reinforced concrete rectangular …

Softened damage-plasticity model for analysis of cracked reinforced concrete structures

DC Feng, XD Ren, J Li - Journal of Structural Engineering, 2018 - ascelibrary.org
This paper develops a new damage-plasticity model considering the compression-softening
effect of RC. The model is based on the framework of a two-scalar damage-plasticity model …

Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario

DC Feng, SC ** structural damage to material damage for analysis of urban buildings considering actual damage states
Y Li, DC Feng, G Wu - Journal of Building Engineering, 2024 - Elsevier
Predicting the residual performance of reinforced concrete (RC) buildings under specific
damage states is crucial for structural recovery and retrofitting. To assess the seismic …

An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures

DC Feng, J Xu - Bulletin of Earthquake Engineering, 2018 - Springer
In this paper, a fiber beam-column element considering flexure–shear interaction and bond-
slip effect is developed for cyclic analysis of reinforced concrete (RC) structures. The …

Cyclic behavior modeling of reinforced concrete shear walls based on softened damage-plasticity model

DC Feng, XD Ren, J Li - Engineering Structures, 2018 - Elsevier
In this paper, a rational analysis procedure is presented to model the typical cyclic behavior
of reinforced concrete (RC) shear wall structures. A recently developed multi-dimensional …

Development of a bridge weigh-in-motion system based on long-gauge fiber Bragg grating sensors

SZ Chen, G Wu, DC Feng, L Zhang - Journal of Bridge Engineering, 2018 - ascelibrary.org
Monitoring the weight of vehicles is essential for policymakers to maintain the condition of
bridges. In the group of methods for weighing vehicles, bridge weigh-in-motion (B-WIM) …