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 224
... calculated from Eq . ( 2 ) which needs to determine in advance the initiation time to . In order to calculate the ... calculated as shown in Fig . 1. Fig . 2 summarizes the calculated probability distributions for fatigue shear strengths ...
... calculated from Eq . ( 2 ) which needs to determine in advance the initiation time to . In order to calculate the ... calculated as shown in Fig . 1. Fig . 2 summarizes the calculated probability distributions for fatigue shear strengths ...
Page 412
... calculation scheme is as follows : - - First , the stresses caused by the normal forces in the arch section are calculated . Secondly , stresses derived from the in - plane bending of the arch are computed . - The stresses derived from ...
... calculation scheme is as follows : - - First , the stresses caused by the normal forces in the arch section are calculated . Secondly , stresses derived from the in - plane bending of the arch are computed . - The stresses derived from ...
Page 570
... calculated based on the deformed geometry at that location . Using the calculated section properties the elastic and plastic moment capacities at each location are determined . Next , the maximum member forces are calculated at the ...
... calculated based on the deformed geometry at that location . Using the calculated section properties the elastic and plastic moment capacities at each location are determined . Next , the maximum member forces are calculated at the ...
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