Bridge Maintenance, Safety, Management, Life-cycle Performance and Cost: Proceedings of the Third International Conference on Bridge Maintenance, Safety and Management, Porto, Portugal, 16-19 July 2006Paulo J. S. Cruz, Dan M. Frangopol, Luis C. Neves With contributions from leading experts, this book addresses all major aspects of bridge maintenance, safety, and management and delineates the state of the art in bridge maintenance and safety. It offers advice for decision making in bridge maintenance, safety, management, and cost for the purpose of enhancing the welfare of society. Topics include deterioration modeling, emerging technologies, field testing, financial planning, health monitoring, high-performance materials, innovations, load capacity assessment, maintenance strategies, new technology and materials, nondestructive testing, future traffic demands, reliability and risk, sustainable materials, whole-life costing, and more. |
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Page 108
... parameters involved in the degradation of each bridge is very complex , the evaluation period of the degradation rate has to be extent . In this evaluation is very important to cross check link between the pathologies detected with the ...
... parameters involved in the degradation of each bridge is very complex , the evaluation period of the degradation rate has to be extent . In this evaluation is very important to cross check link between the pathologies detected with the ...
Page 175
... parameters using measured modal information , which is different from usual system identifica- tion algorithms estimating stiffness parameters only . The structural parameters are estimated by minimizing the output error between ...
... parameters using measured modal information , which is different from usual system identifica- tion algorithms estimating stiffness parameters only . The structural parameters are estimated by minimizing the output error between ...
Page 984
... parameter values and the corresponding life cycle costs were recorded . The variation in parameters impacting life cycle costs the most were identified and probability distributions were assigned . The other parameters were fixed at ...
... parameter values and the corresponding life cycle costs were recorded . The variation in parameters impacting life cycle costs the most were identified and probability distributions were assigned . The other parameters were fixed at ...
Contents
Protection of our bridge infrastructure against manmade and natural hazards | 13 |
J R Casas | 31 |
Shinozuka Y Zhou S Banerjee Y Murachi | 47 |
Copyright | |
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AASHTO ABSTRACT analysis applied arch assessment beam behavior blast box girder bridge bridge deck bridge design bridge maintenance bridge management system bridge structures cable cable-stayed bridge Civil Engineering concrete bridges concrete structures condition construction corrosion cost crack Cruz cycle damage detection database deterioration developed displacement dynamic earthquake effects evaluation existing bridges Figure finite element Francis Group Frangopol & Neves genetic algorithm girder ground motion highway bridges identify infrastructure inspection ISBN Korea life-cycle London LRFD maintenance plan measured method modal mode shapes monitoring system Neves eds nonlinear optimal paper parameters performance pier Pontis Porto Portugal prediction prestressing probabilistic procedure ratio rehabilitation reinforced concrete reliability repair response retrofit safety seismic seismic retrofit sensors shear simulation span steel Stonecutters Bridge strategies strength Structural Engineering structural health monitoring system identification Taylor & Francis techniques Technology traffic University University of Porto