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. |
From inside the book
Results 1-3 of 72
Page 519
... repair for RC bridges M.G. Stewart & J.A. Mullard Centre for Infrastructure Performance and Reliability School of Engineering , The University of Newcastle , NSW , Australia 1 INTRODUCTION For many designers and asset owners , the ...
... repair for RC bridges M.G. Stewart & J.A. Mullard Centre for Infrastructure Performance and Reliability School of Engineering , The University of Newcastle , NSW , Australia 1 INTRODUCTION For many designers and asset owners , the ...
Page 520
... repair % Repair threshold X repair % 2.5 0- A = 36 m2 10 0.05 7.5 0.1 0.2 0.3 0.4 0.5 0.6 5- 0.7 0.8 2.5 X = 2.5 % - 0.9 repair -X = 1 % 0.95 . 0 repair 12.5 A = 900 m2 0.05 10 0.5 7.5 -X repair = 2.5 % - -X = 1 % repair 0.95 0 10 20 30 ...
... repair % Repair threshold X repair % 2.5 0- A = 36 m2 10 0.05 7.5 0.1 0.2 0.3 0.4 0.5 0.6 5- 0.7 0.8 2.5 X = 2.5 % - 0.9 repair -X = 1 % 0.95 . 0 repair 12.5 A = 900 m2 0.05 10 0.5 7.5 -X repair = 2.5 % - -X = 1 % repair 0.95 0 10 20 30 ...
Page 1014
... repair Np ( cycles ) ON OS 100 AM1 AM3 AM5 Crack length a ( mm ) 444 www 75 15 50 N M1 25 M3 Aon = 64 ( MPa ) M5 1 0 107 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Number of cycles after repair ( x 10 cycles ) Figure 3. S - N , diagrams . Figure 4 ...
... repair Np ( cycles ) ON OS 100 AM1 AM3 AM5 Crack length a ( mm ) 444 www 75 15 50 N M1 25 M3 Aon = 64 ( MPa ) M5 1 0 107 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Number of cycles after repair ( x 10 cycles ) Figure 3. S - N , diagrams . Figure 4 ...
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 | |
27 other sections not shown
Other editions - View all
Common terms and phrases
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