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 379
... strength has been replaced by strengths specified at later ages such as 56 or 90 days ; ( ii ) production of HSC ... strength gains from 28 days up to the maximum strength remain the same . Experimental results indicate a higher rate of ...
... strength has been replaced by strengths specified at later ages such as 56 or 90 days ; ( ii ) production of HSC ... strength gains from 28 days up to the maximum strength remain the same . Experimental results indicate a higher rate of ...
Page 380
... strength , b and hare the cross - section dimensions , Ast is the area of steel , and fy is the yield strength of the longitudinal steel . In this study , the factors 1 / 1.10 and 1 / 1.15 are used to compute equivalent 28 - day ...
... strength , b and hare the cross - section dimensions , Ast is the area of steel , and fy is the yield strength of the longitudinal steel . In this study , the factors 1 / 1.10 and 1 / 1.15 are used to compute equivalent 28 - day ...
Page 485
... strength of high strength steels in bridges U. Kuhlmann , A. Dürr & H.-P. Günther Institute of Structural Design , University of Stuttgart , Germany 1 INTRODUCTION According to the present state of the art the fatigue strength of welded ...
... strength of high strength steels in bridges U. Kuhlmann , A. Dürr & H.-P. Günther Institute of Structural Design , University of Stuttgart , Germany 1 INTRODUCTION According to the present state of the art the fatigue strength of welded ...
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