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.
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The use of HSC , in its turn , has introduced a number of changes : ( i ) due to
economic considerations , the traditional 28 - day specified compressive strength
has been replaced by strengths specified at later ages such as 56 or 90 days ; ( ii
15 are used to compute equivalent 28 - day compressive strengths from 56 - and
90 - day strengths , respectively ( Ahmad ... Higher sustained load ratios have a
deleterious effect on the concrete strength ; on the other hand , more dead load ...
For an effective application of high strength steels in constructions subjected to
repeated loading additional efforts are therefore necessary in order to improve
the fatigue strength . This can be done for example by the application of post -
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