孙宝印｜河海大学｜学者主页

2026

A Woodbury-accelerated consistent ordinary state-based peridynamic framework for brittle fracture and elastoplastic analysis

Baoyin Sun, Chuyan Wang, Haoxian Tong, Yongxin Wu, Jinping Ou

Engineering Fracture Mechanics

DOI

2026

Adaptive non-intrusive substructure modeling framework for multiscale nonlinear damage analysis of large-scale RC structures

Ning Zhang, Ruijie Chang, Quan Gu, Baoyin Sun

Computer-Aided Civil and Infrastructure Engineering

DOI

2025

基于梯度投影法的高层建筑附加粘滞阻尼参数优化研究

孙宝印，曾祯睿，孙天舒，张喆

《防灾减灾工程学报》

DOI

2025

A novel coupled modeling approach of UHPC-NC components based on peridynamics

Ning Zhang, Mingliang Chen, Yabing Li, Baoyin Sun, Peng Gao

Construction and Building Materials

DOI

2025

A practical multi-scale simulation framework for high-cycle fatigue analysis of wind turbines

Baoyin Sun, Long Gao, Kai Wang, Jinzhe Ye, Jiaheng Xuan, Yongxin Wu, Jinping Ou

Ocean Engineering

DOI

2025

Parametric studies of ultra-high performance fiber-reinforced concrete components based on an efficient peridynamic modeling approach

Ning Zhang, Ruijie Chang, Yabing Li, Baoyin Sun, Quan Gu

Structures

DOI

2025

Genetic algorithm-enhanced Housner intensity measure for seismic vulnerability analysis of reinforced concrete column-steel beam (RCS) frame structure

Yantai Zhang, Binjie Xia, Xiang Guo, Baoyin Sun, Die Hu, Yang Wei

Soil Dynamics and Earthquake Engineering

DOI

2025

Seismic Response Analysis of Long-Span CFST Arch Bridge Considering Different Horizontal Excitation Directions

Wei Qin Shen, Shuaifei Peng, Yonghui An, Baoyin Sun

Structural integrity

DOI

2024

A practical multiscale analysis for nonlinear RC structures using a smart substructure replacement strategy

Quan Gu, Ruijie Chang, Ning Zhang, Baoyin Sun, Jinping Ou

Soil Dynamics and Earthquake Engineering

DOI

2024

Improved State-Space Approach Based on Lumped Mass Matrix for Transient Analysis of Large-Scale Locally Nonlinear Structures

Baoyin Sun, Jiaheng Xuan, Long Shi Gao, Kai Wang, Jinping Ou

Buildings

DOI

2024

Seismic vulnerability analysis of single-layer lattice shells with different rise-to-span ratios: Focusing on the selection of S(T1)-based intensity measures

Tingting Liu, Mengcheng He, Yantai Zhang, Baoyin Sun, Die Hu, Zhiwei Shan

Structures

DOI

2024

Dual-reduction order parallel simulation of large-scale problems with local material nonlinearities

Baoyin Sun, Zhenrui Zeng, Kai Wang, Jinzhe Ye, Yantai Zhang, Jinping Ou

Soil Dynamics and Earthquake Engineering

DOI

2023

高层结构地震弹塑性全过程分析的数值子结构并行计算方法

孙宝印，孙天舒，申伟，古泉，欧进萍

《建筑结构学报》

DOI

2023

An effective geometric nonlinear analysis approach of framed structures with local material nonlinearities based on the reduced-order Newton-Raphson method

Baoyin Sun, Zhenrui Zeng, Yantai Zhang, Wei Qin Shen, Jinping Ou

Soil Dynamics and Earthquake Engineering

DOI

2023

An Efficient Reduced-Order Multi-Scale Simulation Approach for Nonlinear Analysis of Frame Structures with Nonlinear Localization

Baoyin Sun, Zhenrui Zeng, Tianshu Sun, Wei Qin Shen, Jinping Ou

Journal of Earthquake Engineering

DOI

2023

A practical multiscale modeling strategy to model wet-type beam–column connections for seismic analysis of precast RC frame structures

Xue Zhang, Ziping Zhu, Baoyin Sun

Soil Dynamics and Earthquake Engineering

DOI

2022

改进的降阶牛顿迭代数值子结构方法

孙宝印，申伟，孙天舒，欧进萍

《工程力学》

2022

Refined three-dimensional simulation of ribbed bar pull-out tests based on an enhanced peridynamic model

Ning Zhang, Yongzhong Wu, Quan Gu, Surong Huang, Baoyin Sun, Rongshu Du, Ruijie Chang

Engineering Structures

DOI

2022

Adaptive Passive-Control for Multi-Stage Seismic Response of High-Rise Braced Frame Using the Frictional-Yielding Compounded BRBs

Xiangzi Zhou, Tianshu Sun, Baoyin Sun, Ning Ma, Jinping Ou

Buildings

DOI

2022

Seismic fragility analysis of a large-scale frame structure with local nonlinearities using an efficient reduced-order Newton-Raphson method

Baoyin Sun, Yantai Zhang, Denghui Dai, Lei Wang, Jinping Ou

Soil Dynamics and Earthquake Engineering

DOI

2022

An improved efficient implicit solution strategy for elastic cracking simulation based on ordinary state-based peridynamics

Baoyin Sun, Lei Wang, Kai Lyu, Feng Zhang, Jinping Ou

Engineering Fracture Mechanics

DOI

2022

Selection of Ground Motion Intensity Measures in Fragility Analysis of a Mega-Scale Steel Frame Structure at Separate Limit States: A Case Study

Yantai Zhang, Ruihan Shen, Baoyin Sun, Tingting Liu, Yongan Shi, Luyao Li

Buildings

DOI

2022

Vibration-Reduction Strategy for High-Rise Braced Frame Using Viscoelastic-Yielding Compounded BRB

Xiangzi Zhou, Tianshu Sun, Baoyin Sun, Ning Ma, Jinping Ou

Buildings

DOI

2022

An efficient coupling of peridynamics with the finite element method for simulating elastic cracking

Baoyin Sun, Tianshu Sun, Wei Qin Shen, Lei Wang, Feng Zhang, Jinping Ou

Engineering Fracture Mechanics

DOI

2022

A Practical Stress Correction Method for Improving Stability of State-Based Peridynamics Based on Stress Equilibrium Equation

Quan Gu, Zhe Rui Lin, Lei Wang, Baoyin Sun, Jinghao Pan

International Journal of Structural Stability and Dynamics

DOI

2022

Simulation of highly nonlinear materials based on a stabilized non-ordinary state-based peridynamic model

Lei Wang, Surong Huang, Quan Gu, Baoyin Sun, Shaofan Li, Zhe Rui Lin

Soil Dynamics and Earthquake Engineering

DOI

2021

大型结构局部非线性问题的数值子结构方法的验证与改进

邱栋星，汪磊，孙宝印，古泉

《厦门大学学报(自然科学版)》

2021

A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation

Yantai Zhang, Xinyu Ouyang, Baoyin Sun, Yongan Shi, Zheng Wang

Bulletin of Earthquake Engineering

DOI

2020

高层建筑结构地震弹塑性分析的精细数值子结构方法

孙宝印

《大连理工大学》

2018

考虑P-⊿效应的框架结构弹塑性数值子结构分析

孙宝印，古泉，张沛洲，欧进萍

《工程力学》

2017

基于数值子结构方法的低延性RC框架结构抗震性能精细化分析

张沛洲，孙宝印，古泉，欧进萍

《工程力学》

2017

考虑土-结构相互作用的某高层结构地震动力分析

卢佳盛，李勇，孙宝印

《三明学院学报》

2016

钢筋混凝土框架结构弹塑性数值子结构分析方法

孙宝印，古泉，张沛洲，欧进萍

《工程力学》

2015

基于数值子结构方法的结构弹塑性分析

孙宝印，张沛洲，古泉，欧进萍

《计算力学学报》

精选作品

期刊论文

A Woodbury-accelerated consistent ordinary state-based peridynamic framework for brittle fracture and elastoplastic analysis

Adaptive non-intrusive substructure modeling framework for multiscale nonlinear damage analysis of large-scale RC structures

基于梯度投影法的高层建筑附加粘滞阻尼参数优化研究

A novel coupled modeling approach of UHPC-NC components based on peridynamics

A practical multi-scale simulation framework for high-cycle fatigue analysis of wind turbines

Parametric studies of ultra-high performance fiber-reinforced concrete components based on an efficient peridynamic modeling approach

Genetic algorithm-enhanced Housner intensity measure for seismic vulnerability analysis of reinforced concrete column-steel beam (RCS) frame structure

Seismic Response Analysis of Long-Span CFST Arch Bridge Considering Different Horizontal Excitation Directions

A practical multiscale analysis for nonlinear RC structures using a smart substructure replacement strategy

Improved State-Space Approach Based on Lumped Mass Matrix for Transient Analysis of Large-Scale Locally Nonlinear Structures

Seismic vulnerability analysis of single-layer lattice shells with different rise-to-span ratios: Focusing on the selection of S(T1)-based intensity measures

Dual-reduction order parallel simulation of large-scale problems with local material nonlinearities

高层结构地震弹塑性全过程分析的数值子结构并行计算方法

An effective geometric nonlinear analysis approach of framed structures with local material nonlinearities based on the reduced-order Newton-Raphson method

An Efficient Reduced-Order Multi-Scale Simulation Approach for Nonlinear Analysis of Frame Structures with Nonlinear Localization

A practical multiscale modeling strategy to model wet-type beam–column connections for seismic analysis of precast RC frame structures

改进的降阶牛顿迭代数值子结构方法

Refined three-dimensional simulation of ribbed bar pull-out tests based on an enhanced peridynamic model

Adaptive Passive-Control for Multi-Stage Seismic Response of High-Rise Braced Frame Using the Frictional-Yielding Compounded BRBs

Seismic fragility analysis of a large-scale frame structure with local nonlinearities using an efficient reduced-order Newton-Raphson method

An improved efficient implicit solution strategy for elastic cracking simulation based on ordinary state-based peridynamics

Selection of Ground Motion Intensity Measures in Fragility Analysis of a Mega-Scale Steel Frame Structure at Separate Limit States: A Case Study

Vibration-Reduction Strategy for High-Rise Braced Frame Using Viscoelastic-Yielding Compounded BRB

An efficient coupling of peridynamics with the finite element method for simulating elastic cracking

A Practical Stress Correction Method for Improving Stability of State-Based Peridynamics Based on Stress Equilibrium Equation

Simulation of highly nonlinear materials based on a stabilized non-ordinary state-based peridynamic model

大型结构局部非线性问题的数值子结构方法的验证与改进

A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation

高层建筑结构地震弹塑性分析的精细数值子结构方法

考虑P-⊿效应的框架结构弹塑性数值子结构分析

基于数值子结构方法的低延性RC框架结构抗震性能精细化分析

考虑土-结构相互作用的某高层结构地震动力分析

钢筋混凝土框架结构弹塑性数值子结构分析方法

基于数值子结构方法的结构弹塑性分析

会议论文

新型钢筋混凝土剪力墙多交叉杆模型的研究及其应用

基于数值子结构方法的RC框架结构地震动非线性分析

研究方向