Response pattern analysis‐based structural health monitoring of cable‐stayed bridges

Author:

Lee Yunwoo1,Park Won‐Joo2,Kang Young‐Jong1,Kim Seungjun1ORCID

Affiliation:

1. School of Civil, Environmental and Architectural Engineering Korea University Seoul Republic of Korea

2. Long Span Bridge Center, Korea Infrastructure Safety and Technology Corporation Jinju Republic of Korea

Funder

National Research Foundation of Korea

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Reliability‐based managing criteria for cable tension force in cable‐stayed bridges;Cho HN;J Korea Inst Struct Maint Inspection,2005

2. The study for establishing the criteria of measurement items in the monitoring system for the steel‐box Girder Bridge by FEM analysis;Joo BC;J Korea Soc Societal Secur,2009

3. Reset of measurement control criteria for monitoring data through the analysis of measured data;Chung CH;J Korea Inst Struct Maint Insp,2014

4. Study for determination of management thresholds of bridge structural health monitoring system based on probabilistic method;Kim HB;J Korea Inst Struct Maint Insp,2016

5. Proposal of Disaster Management Criteria of Seismic Accelerometers Installed on the Primary Structural Elements of Cable-Supported Bridges Based on Long-Term Data

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