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 173
... problem is a type of inverse problems , which are usually ill - posed problem . An ill - posed problem is characterized by the non - uniqueness , non - continuous and instability of solutions . Various regularization techniques have ...
... problem is a type of inverse problems , which are usually ill - posed problem . An ill - posed problem is characterized by the non - uniqueness , non - continuous and instability of solutions . Various regularization techniques have ...
Page 263
... problems . Also , some old footbridges and even road bridges may suffer from the same problem if change in their normal usage occurs . The purpose of this paper is to introduce the field of footbridge vibration serviceability under ...
... problems . Also , some old footbridges and even road bridges may suffer from the same problem if change in their normal usage occurs . The purpose of this paper is to introduce the field of footbridge vibration serviceability under ...
Page 475
... problem based on damping requirements was not yet available . 2 DESCRIPTION OF THE PROBLEM AND PROPOSED SOLUTION After some years in operation , the rain - induced vibration of the longest cables ( cables 9 to 13 ) appeared for moderate ...
... problem based on damping requirements was not yet available . 2 DESCRIPTION OF THE PROBLEM AND PROPOSED SOLUTION After some years in operation , the rain - induced vibration of the longest cables ( cables 9 to 13 ) appeared for moderate ...
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