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 72
... considered in model [ Goicolea et al . ( 2003 ) ] . BA Figure 3. Finite element model of the " pergola " bridge and eigenmode # 3 , corresponding to frequency f3 = 4.51 Hz . The model included 552 eigenmodes in order to consider all ...
... considered as an equivalent static load added to the static portion of live load . Multiple presence of trucks is considered in lane and side - by - side . The parameters that affect the analysis include headway distance and degree of ...
... Considered slab configurations . All slabs are quadratic with a side length of 2600 mm and a thickness of 100 mm . The openings ( 850 x 850 mm ) are located in the middle of the slab . The " Reinforced " slab is only studied numerically ...
Contents
Bridge forms and aesthetics | 3 |
Protection of our bridge infrastructure against manmade and natural hazards 113 | 13 |
F Seible G Hegemier J Wolfson R Conway K Arnett J D Baum | 21 |
Copyright | |
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