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 71
Page 183
... measurement from the infrastructure such as bridges doesn't have enough the number of measurement locations . The measured quantities such as displacements , acceleration and strain don't have suitable sensitivity to damages . Usually ...
... measurement from the infrastructure such as bridges doesn't have enough the number of measurement locations . The measured quantities such as displacements , acceleration and strain don't have suitable sensitivity to damages . Usually ...
Page 199
... measuring stress is done with static and fatigue load at RC beam specimen to verify data transmitted wireless . For the purpose of transmitting data measured through FBG sensor , measurement of wireless data transmission is done after ...
... measuring stress is done with static and fatigue load at RC beam specimen to verify data transmitted wireless . For the purpose of transmitting data measured through FBG sensor , measurement of wireless data transmission is done after ...
Page 236
... Measurement stations were chosen at each joint ( panel point ) of suspenders connected to the deck . As a result , a total of 16 locations ( 8 points per side ) were measured . Three test setups were conceived to cover the planned ...
... Measurement stations were chosen at each joint ( panel point ) of suspenders connected to the deck . As a result , a total of 16 locations ( 8 points per side ) were measured . Three test setups were conceived to cover the planned ...
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