Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns

J Zhong, Y Zhu, S Mangalathu, K Gao - Engineering Structures, 2023 - Elsevier
This study presents the derivation of closed-form component limit state expressions for high-
strength concrete columns reinforced with high-strength steel bars (HSC-HSSB) from an …

Experimental study on seismic behavior of reinforced concrete shear walls with low shear span ratio

F Wei, H Chen, Y Xie - Journal of Building Engineering, 2022 - Elsevier
Shear span ratio (SSR) is a key factor affecting the structural and seismic behavior of shear
walls. Existing experimental studies on the seismic behavior of shear walls with SSR less …

Mechanics-guided genetic programming expression for shear-strength prediction of squat reinforced concrete walls with boundary elements

A Gondia, M Ezzeldin… - Journal of Structural …, 2020 - ascelibrary.org
Squat reinforced concrete shear walls with boundary elements (SRCSW-BE) are used in
special structures (eg, nuclear facilities) to resist lateral seismic loads. However, several …

Seismic behavior of high-strength concrete columns reinforced with high-strength steel bars

J Zhang, R Cai, C Li, X Liu - Engineering Structures, 2020 - Elsevier
To investigate the influence of longitudinal reinforcement strength grade, stirrup spacing,
concrete strength and axial load ratio (ALR) on seismic behavior of high-strength concrete …

Cyclic behavior of hollow-core precast shear walls subjected to different axial loads

Y Li, Z Li, Z Tang, L Xu, W Wang, X Yang, Y Chen - Engineering Structures, 2023 - Elsevier
To avoid the brittle failure of low aspect ratio shear walls, a novel hollow-core precast shear
wall (HCPSW) with boundary elements is proposed. HCPSW has good collapse resistance …

Experimental study on seismic performance of recycled aggregate concrete shear wall with high-strength steel bars

J Zhang, Y Zhao, X Li, Y Li, H Dong - Structures, 2021 - Elsevier
In order to investigate the seismic behavior of recycled aggregate concrete (RAC) shear wall
using high-strength steel bars (HSS), five concrete walls with an aspect ratio of 2.2 were …

Experimental and theoretical study on seismic behavior of non-seismically designed shear walls with moderate shear span-to-length ratios

K Liang, RKL Su - Journal of Building Engineering, 2023 - Elsevier
This study aims to examine the seismic performance of non-seismically designed shear wall
with moderate shear span-to-length ratios (SLR) under relatively high axial loads. Four wall …

Experiment study on seismic performance and size effect in BFRP-RC squat shear walls with different horizontal reinforcement ratios

M Liyue, JIN Liu, C Fengjuan, DU Xiuli - Engineering Structures, 2023 - Elsevier
Focusing on the combined effects of the horizontal reinforcement ratio and the structural size
on the seismic performance of BFRP reinforced concrete (BFRP-RC) shear walls, the …

Prediction on the flexural deflection of ultra-high strength rebar reinforced ECC beams at service loads

Q Liao, L Li, B Li, J Yu - Structures, 2021 - Elsevier
To reduce the amount of reinforcement and control crack width, ultra-high strength rebar
reinforced Engineered Cementitious Composites (UHSRRE) beams are considered a …

Implantable sensing technology for civil engineering structures

Q Kong, Z Yang, Y Li, M Zhang, H Hao - Automation in Construction, 2024 - Elsevier
Providing crack location and stiffness variation information using practical structural health
monitoring technology is highly significant for in-service structures. Inspired by the fast …