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 142
... estimated at 6,000 million Euro . An estimate of the fraction of traffic accidents related with the quality of the road surface is 7.5 % . Applying the same percentage to the number of traffic fatalities on the main road network , 12 ...
... estimated at 6,000 million Euro . An estimate of the fraction of traffic accidents related with the quality of the road surface is 7.5 % . Applying the same percentage to the number of traffic fatalities on the main road network , 12 ...
Page 175
... estimated , mode shapes of some high modes deviated from exact shapes as shown in Figure 1. When both mass and stiffness parameters were estimated , all mode shapes could be matched well . To investigate the influence of mass error on ...
... estimated , mode shapes of some high modes deviated from exact shapes as shown in Figure 1. When both mass and stiffness parameters were estimated , all mode shapes could be matched well . To investigate the influence of mass error on ...
Page 180
... estimated deflection correction factor by the proposed method shows good consistency regardless of the test season . The impact factors were also estimated using the pseudo - deflections obtained from the acceleration data by double ...
... estimated deflection correction factor by the proposed method shows good consistency regardless of the test season . The impact factors were also estimated using the pseudo - deflections obtained from the acceleration data by double ...
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