Bridge Maintenance, Safety, Management, Life-cycle Performance and Cost: Proceedings of the Third International Conference on Bridge Maintenance, Safety and Management, Porto, Portual, 16-19 July 2006
Paulo J. S. Cruz, Dan M. Frangopol, Luis C. Neves
Taylor & Francis, 2006 - Technology & Engineering - 1085 pages
Advances in bridge maintenance, safety, management and life-cycle performance contains the papers presented at IABMAS'06, the Third International Conference of the International Association for Bridge Maintenance and Safety (IABMAS), held in Porto, Portugal from 16 to 19 July, 2006.
All major aspects of bridge maintenance, management, safety, and cost are addressed including All major aspects of bridge maintenance, safety and management are addressed including advanced materials, ageing of bridges, assessment and evaluation, bridge codes, bridge diagnostics, bridge management systems, composites, design for durability, deterioration modelling, emerging technologies, fatigue, field testing, financial planning, health monitoring, high performance materials, innovations, inspection, load capacity assessment, loads, maintenance strategies, new technical and material concepts, non-destructive testing, optimization strategies, prediction of future traffic demands, rehabilitation, reliability and risk management, repair, replacement, residual service life, safety and serviceability, service life prediction, strengthening, sustainable materials for bridges, sustainable bridges, whole life costing, among others.
This book is a major contribution to the state-of-the art in all aspects of bridge maintenance and safety, including contributions from leading experts in this area. It is a significant contribution to the process of decision making in bridge maintenance, safety, management and cost for the purpose of enhancing the welfare of society.
Results 1-3 of 71
During the system stabilization period , signals showed regular pattern of fluctuation along with the daily and seasonal temperature changes . Some typical signal patterns during before and after railway construction are described .
Then the changes in ASFs are computed as AASF = ASF – ASF " The percentage of changes in the diagonal entries of AASF is designated as the damage indicator of each element . The elements with large percentage of change are identified as ...
If changes of identified modal parameters are observed the advanced level analysis should be performed in order to locate ... related to changes in technical condition of the analysed structure might be suggested by the expert tool .
What people are saying - Write a review
Bridge forms and aesthetics
Protection of our bridge infrastructure against manmade and natural hazards
F Seible G Hegemier J Wolfson R Conway K Arnett J D Baum
30 other sections not shown