Tracking time-varying structural responses of in-service cable-stayed bridges with model parameter errors and concrete time-dependent effects
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference68 articles.
1. A new statistical moment-based structural damage detection method;Zhang;Struct Eng Mech,2008
2. Recovering missing data transmitted from a wireless sensor node for vibration-based bridge health monitoring;Kim;Struct Eng Mech,2011
3. Model updating in structural dynamics: a survey;Mottershead;J Sound Vib,1993
4. Ambient vibration survey of the fatih sultan mehmet (second bosporus) suspension bridge;Brownjohn;Earthquake Eng Struct Dyn,1992
5. Dynamic performance of a curved cable-stayed bridge;Brownjohn;Eng Struct,1999
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1. A recurrence algorithm of time-dependent analysis for concrete bridges;Structures;2024-04
2. Performance degradation prediction of extra-wide concrete self-anchored suspension bridge under vehicle load considering time-dependent effects;Journal of Central South University;2023-06
3. Intelligent recurrence and prediction of long-term mechanical properties of in-service cable-stayed bridges with ambient temperature and concrete time-dependent effects;Journal of Civil Structural Health Monitoring;2022-04-27
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