《Structural Durability & Health Monitoring》

作品数：189被引量：65H指数：4
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《Structural Durability & Health Monitoring》
主办单位：Jiangsu Society of Theoretical and Applied Mechanics Nanjing,P.R.China
最新期次：2025年2期更多>>
发文主题：BASED_ONDAMAGECONCRETEFAULT_DIAGNOSISMACHINE_LEARNING更多>>
发文领域：建筑科学交通运输工程金属学及工艺机械工程更多>>
发文基金：国家自然科学基金中国航空科学基金河北省自然科学基金福建省自然科学基金更多>>
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Data-Driven Method for Predicting Remaining Useful Life of Bearings Based on Multi-Layer Perception Neural Network and Bidirectional Long Short-Term Memory Network
《Structural Durability & Health Monitoring》2025年第2期365-383,共19页Yongfeng Tai Xingyu Yan Xiangyi Geng Lin Mu Mingshun Jiang Faye Zhang 
supported by the National Key Research and Development Project(Grant Number 2023YFB3709601);the National Natural Science Foundation of China(Grant Numbers 62373215,62373219,62073193);the Key Research and Development Plan of Shandong Province(Grant Numbers 2021CXGC010204,2022CXGC020902);the Fundamental Research Funds of Shandong University(Grant Number 2021JCG008);the Natural Science Foundation of Shandong Province(Grant Number ZR2023MF100).
The remaining useful life prediction of rolling bearing is vital in safety and reliability guarantee.In engineering scenarios,only a small amount of bearing performance degradation data can be obtained through acceler...
关键词：Remaining useful life prediction rolling bearing health indicator construction multilayer perceptron bidirectional long short-term memory network 
Construction Monitoring and Analysis of Asymmetric Prestressed Concrete Bridge Crossing Multiple-Line Railways
《Structural Durability & Health Monitoring》2025年第2期385-398,共14页Yi Wang Bing Wang Changwen Li Feng Zheng Yong Liu Shaohua He 
The Guangdong Basic and Applied Basic Research Foundation(Grant#2023A1515010535).
Complex bridge structures designed and constructed by humans often necessitate extensive on-site execution,which carries inherent risks.Consequently,a variety of engineering practices are employed to monitor bridge co...
关键词：Continuous girder bridge construction monitoring bridge alignment stress monitoring 
Performance Evaluation of Damaged T-Beam Bridges with External Prestressing Reinforcement Based on Natural Frequencies
《Structural Durability & Health Monitoring》2025年第2期399-415,共17页Menghui Hao Shanshan Zhou Yongchao Han Zhanwei Zhu Qiang Yang Panxu Sun Jiajun Fan 
supported by Henan Province Science and Technology Research Funding Project(No.222102320129);the Key Research Project of Henan Higher Education Institutions(Grant Nos.22A560004,22A56005).
As an evaluation index,the natural frequency has the advantages of easy acquisition and quantitative evaluation.In this paper,the natural frequency is used to evaluate the performance of external cable reinforced brid...
关键词：Performance evaluation natural frequency T-beam bridge DAMAGE external cable reinforcement 
A Review of Infrared Thermography Applications for Civil Infrastructure
《Structural Durability & Health Monitoring》2025年第2期193-231,共39页Prabal Shrestha Onur Avci Sahabeddin Rifai Feras Abla Michael Seek Karl Barth Udaya Halabe 
Civil infrastructure is continuously subject to aging and deterioration due to multiple factors,which lead to a decline in performance and impact structural health.Accumulated damage on structures increases operationa...
关键词：Infrared thermography(IRT) civil infrastructure non-destructive evaluation(NDE) 
Kinked Rebar and Engineering Structures Applying Kinked Materials:State-ofthe-Art Review
《Structural Durability & Health Monitoring》2025年第2期233-263,共31页Chengquan Wang Lei Xu Xinquan Wang Yun Zou Kangyu Wang Boyan Ping Xiao Li 
supported by the Zhejiang Provincial Natural Science Foundation of China under Grant No.LTGG23E080001;Zhejiang Engineering Research Center of Intelligent Urban Infrastructure under Grant No.IUI2022-ZD-01.
Kinked rebar is a special type of steel material,which is installed in beam column nodes and frame beams.It effectively enhances the blast resilience,seismic collapse resistance,and progressive collapse resistance of ...
关键词：Structural engineering kinked rebar seismic performance explosion-resistant performance progressive collapse 
Effects of Repair Grouting and Jacketing on Corrosion Concrete Using Ultrasonic Method
《Structural Durability & Health Monitoring》2025年第2期265-284,共20页Rivky Afanda Ahmad Zaki 
supported by the Ministry of Education,Culture,Research,and Technology(Indonesia),Grant number 107/E5/PG.02.00.PL/2024,AZ.
Concrete is one of the most important elements in building construction.However,concrete used in construction is susceptible to damage due to corrosion.The influence of corrosive substances causes changes in the reinf...
关键词：CORROSION CONCRETE REPAIR GROUTING JACKETING non-destructive testing(NDT) ultrasonic pulse velocity(UPV) 
Experimental and Numerical Study of Bonding Capacity of Interface between Ultra-High Performance Concrete and Steel Tube
《Structural Durability & Health Monitoring》2025年第2期285-305,共21页Ruikun Xu Jiu Li Wenjie Li Wei Zhang 
supported by grants from the Natural Science Foundation of Fujian Province(2021J011062);Minjiang Scholars Funding(GY-633Z21067).
This study investigates the bond performance at the interfacial region shared by Ultra-High Performance Concrete(UHPC)and steel tubes through push-out tests.This study examines how changes in steel fiber volumetric ra...
关键词：Ultra-high performance concrete filled steel tube(UHPCFST) push-out test bonding capacity cohesive zone model 
A Deep Learning Estimation Method for Temperature-Induced Girder End Displacements of Suspension Bridges
《Structural Durability & Health Monitoring》2025年第2期307-325,共19页Yao Jin Yuan Ren Chong-Yuan Guo Chong Li Zhao-Yuan Guo Xiang Xu 
The National Key Research and Development Program of China grant No.2022YFB3706704 received by Yuan Ren;the National Natural and Science Foundation of China grant No.52308150 received by Xiang Xu.
To improve the accuracy of thermal response estimation and overcome the limitations of the linear regression model and Artificial Neural Network(ANN)model,this study introduces a deep learning estimation method specif...
关键词：Suspension bridges thermal response girder end displacement deep learning 
A Damage Control Model for Reinforced Concrete Pier Columns Based on Pre-Damage Tests under Cyclic Reverse Loading
《Structural Durability & Health Monitoring》2025年第2期327-346,共20页Zhao-Jun Zhang Jing-Shui Zhen Bo-Cheng Li De-Cheng Cai Yang-Yang Du Wen-Wei Wang 
supported by National Natural Science Foundation of China(Project No.51878156);EPC Innovation Consulting Project for Longkou Nanshan LNG Phase I Receiving Terminal(Z2000LGENT0399).
To mitigate the challenges in managing the damage level of reinforced concrete(RC)pier columns subjected to cyclic reverse loading,this study conducted a series of cyclic reverse tests on RC pier columns.By analyzing ...
关键词：Reinforced concrete pier cyclic reverse load pre-damage damage index displacement control 
Experimental Study and a Modified Model for Temperature-Recovery Stress of Shape Memory Alloy Wire under Different Temperatures
《Structural Durability & Health Monitoring》2025年第2期347-364,共18页Zhi-Xiang Wei Wen-Wei Wang Yan-Jie Xue Wu-Tong Zhang Qiu-Di Huang 
financially supported by National Natural Science Foundation of China(Project No.51878156).
To investigate the performance of utilizing the shape memory effect of SMA(Shape Memory Alloy)wire to generate recovery stress,this paper performed single heating recovery stress tests and reciprocating heating-coolin...
关键词：SMA wire TEMPERATURE recovery stress modified model phase transition 
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