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Huaping Yang
Institution:
Chengdu University
Observed institutions:
Hefei University of Technology,
Chengdu University
ORCID:
0000-0002-4843-9210
Observed ORCID:
0000-0002-4843-9210
OpenAlex ID:
A5108784976
Axial-flexure-shear model for seismic analysis of RC thin-walled hollow piers
2025
·
Qiming Qi
, Changjiang Shao
, et al.
·
Soil Dynamics and Earthquake Engineering
·
46
Hysteretic behavior modeling of RC walls considering axial-flexure-shear interaction
2025
·
Qiming Qi
, Linfeng Jiang
, et al.
·
Journal of Building Engineering
·
36
Seismic responses of an FPB-isolated railway continuous beam bridge under pulse-type motions: Shaking table tests and simulations
2026
·
Qiming Qi
, Hongbing Zhou
, et al.
·
Soil Dynamics and Earthquake Engineering
·
19
Seismic Fragility of Urban Rail Transport RC Solid Piers Considering Multiparameter Effects
2026
·
Linxi Duan
, Huaping Yang
, et al.
·
Buildings
·
15
A noise-reduction algorithm for raw 3D point cloud data of asphalt pavement surface texture
2024
·
Shihai Ding
, Xiaoping Chen
, et al.
·
Scientific Reports
·
15
Seismic Resilience Evaluation of Urban Multi-Age Water Distribution Systems Considering Soil Corrosive Environments
2024
·
Li Long
, Huaping Yang
, et al.
·
Sustainability
·
10
Simulation of effect of counterface roughness on the friction transfer and wear of PTFE sliding against steel
2019
·
Ting Xie
, Junjie Lai
, et al.
·
Industrial Lubrication and Tribology
·
10
Numerical simulation of the dynamic evolution of the friction interface of PTFE/45 steel friction pair
2019
·
Ting Xie
, Kun Chen
, et al.
·
Materials Research Express
·
8
Flexure–Shear Response of a RC Double-Column Bridge Pier: Individual Column Cyclic Tests and System-Level Numerical Analysis
2026
·
Linxi Duan
, Huaping Yang
, et al.
·
Buildings
·
6
Seismic Response and Fragility of Rectangular RC Hollow Tall Piers Under Near-Fault Ground Motions Considering Flexure–Shear Interaction
2026
·
Linxi Duan
, Huaping Yang
, et al.
·
Symmetry
·
4
Deformation Characteristics and Support Optimization for Deep Excavations in Sandy Cobble Strata Considering Adjacent Sensitive Structures: A Case Study of a Deep Excavation Project in Sichuan Province
2026
·
Yang Zhou
, Chenglong Zhang
, et al.
·
Buildings
·
3
PDF
Parametric Analysis of Reinforced Concrete Hollow Piers Based on an Axial–Flexure–Shear Model Under Cyclic Loading and Earthquake Conditions
2025
·
Ziang Pan
, Qiming Qi
, et al.
·
Symmetry
·
3
Extraction of Pavement Texture–Friction Surface Density Index Using High-Precision Three-Dimensional Images
2025
·
Niangzhi Mao
, Shihai Ding
, et al.
·
Lubricants
·
3
PDF
Parameter Sensitivity Analysis and Identification of an Improved Symmetrical Hysteretic Model for RC Hollow Columns
2022
·
Huaping Yang
, Jing Li
, et al.
·
Symmetry
·
3
PDF
Seismic Performance of an Asymmetric Tall-Pier Girder Bridge with Fluid Viscous Dampers Under Near-Field Earthquakes
2025
·
Ziang Pan
, Qiming Qi
, et al.
·
Symmetry
·
2
Seismic Performance of Tall-Pier Girder Bridge with Novel Transverse Steel Dampers Under Near-Fault Ground Motions
2025
·
Ziang Pan
, Qiming Qi
, et al.
·
Buildings
·
2
A Multi-Objective Method for Enhancing the Seismic Resilience of Urban Water Distribution Networks
2025
·
Li Long
, Ziang Pan
, et al.
·
Symmetry
·
2
PDF
Research on Seismic Connectivity Reliability Analysis of Water Distribution System Based on CUDA
2023
·
Li Long
, Huaping Yang
, et al.
·
Water
·
2
PDF
Calibration and Evaluation of an IMK Hysteretic Model for Seismic Fragility Assessment of Urban Rail RC Solid Piers
2026
·
Linxi Duan
, Huaping Yang
, et al.
·
Symmetry
·
1
Longitudinal Seismic Mitigation and Response Asymmetry of a High-Pier Long-Span Stiff-Skeleton Arch Bridge with Fluid Viscous Dampers
2026
·
Huaping Yang
, Ruifeng Yu
, et al.
·
Symmetry
·
1
Design Technology Innovations in China’s Railway Hybrid Box Girder Cable-Stayed Bridges
2026
·
Shili Yang
, Guohui Li
, et al.
·
Buildings
A unified degrading shear strength model for rectangular and circular solid/hollow RC columns
2026
·
Qiming Qi
, Guodong Yin
, et al.
·
Structures
Transverse Seismic Response of a High-Pier, Long-Span Stiff-Skeleton Arch Bridge Equipped with Transverse Steel Dampers
2026
·
Huaping Yang
, Ruifeng Yu
, et al.
·
Buildings
Experimental Study on Crack Characteristics of Damaged Reinforced Concrete Beams strengthened with CFRP
2021
·
Junhao Huang
, Yongjiu Qian
, et al.
·
IOP Conference Series Earth and Environmental Science
PDF
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Works count:
25
Citation count:
191
H-index:
8
I10-index:
7
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