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 2006Paulo J. S. Cruz, Dan M. Frangopol, Luis C. Neves 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. |
From inside the book
Results 1-3 of 73
For validation of the proposed method , a series of ambient vibration tests and load tests with various truck weights were carried out on a steel plate - girder bridge on an expressway in Korea . The tests were performed in 3 different ...
Typical comparison of level 2 damage detection methods ( case 12D3 without noise is shown ) . 13 and damage pattern D3 . MAC method cannot distinguish if damaged mode shape vectors have enough variation for being able to identify the ...
The az ܠܐ ܪܐ ܂ on lett DE TIE ABSTRACT : This study proposed a method to identify damage of concrete bridges using Particle Swarm Optimization ( PSO ) algorithm and FEM . In the truss structure problem , the feasibility study on ...
What people are saying - Write a review
Contents
Bridge forms and aesthetics | 3 |
Protection of our bridge infrastructure against manmade and natural hazards | 13 |
F Seible G Hegemier J Wolfson R Conway K Arnett J D Baum | 21 |
Copyright | |
30 other sections not shown