Machine learning-based prediction models for peak characteristic parameters of circular-section corroded stirrup-confined concrete
|更新时间:2026-07-28
|
Machine learning-based prediction models for peak characteristic parameters of circular-section corroded stirrup-confined concrete
Journal of Civil and Environmental EngineeringPages: 1-12(2026)
作者机构:
1.西安建筑科技大学 土木工程学院;结构工程与抗震教育部重点实验室,西安 710055
2.中国建筑第六工程局有限公司,天津 300171
作者简介:
brief: ZHANG Xin (1997-), PhD candidate, main research interest: seismic resistance and durability of engineering structures, E-mail: zhangxin35710@163.com.
Research progress on uniaxial compression performance of concrete restrained by rusted stirrup
Elastoplastic constitutive model of geogrid-reinforced coarse-grained materials
Numerical simulation of wetting-induced deformations of reinforced embankments considering hydro-mechanical coupled behavior of unsaturated soils
Prediction of CO2 adsorption performance in porous biochar based on machine learning
Model experimental study on bearing characteristics of integral-wall geosynthetic reinforced soil abutments
Related Author
ZHANG Xin
ZHENG Shansuo
RUAN Sheng
YUAN Jiawei
HU Jinhua
WANG Xichen
ZHANG Xin
ZHENG Shansuo
Related Institution
School of Civil Engineering; Key Laboratory of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture and Technology
China Construction Eighth Bureau Second Construction Co., LTD
School of Civil Engineering; Key Laboratory of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture and Technology
Faculty of Infrastructure Engineering
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology