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The Revision of AS 5100.4: Bearings and Deck Joints
ABC-AUS103-14
22 Oct 2014
Bridges
More
A major revision of AS 5100.4 Bearing and Deck Joints has been undertaken in preparation for the publication of a new edition of AS 5100. The major changes to Part 4 of the Standard include the introduction of provisions for modular deck joints and…
Time-Variant Performance Indicators for Concrete Bridges Exposed to Corrosion
ABC-IAM102-14
22 Oct 2014
Bridges
More
The life-cycle performance of concrete bridges exposed to corrosion is investigated based on a set of time-variant probabilistic performance indicators including structural reliability, redundancy, robustness and resilience. The performance…
Lifetime Performance, Risk and Sustainability of Bridges
ABC-IAM104-14
22 Oct 2014
Bridges
More
Infrastructure transportation systems play an important role in the sustained economic growth and social development of most countries. Bridges are key components in such systems. During their service life, bridges are subjected to progressive and/…
Fatigue-Detailing of Skewed Steel Through-Girder Rail Bridges: Regional Rail Project, Melbourne
ABC-DES102-14
22 Oct 2014
Bridges
More
The south-west of Melbourne has experienced huge residential development, and a corresponding increase in rail patronage. The Regional Rail Project effected the separation of Regional and Metropolitan lines between Southern Cross Station, and…
Long-Term Performance of Concrete Bridges Under Extreme Events
ABC-IAM101-14
22 Oct 2014
Bridges
More
Reinforced concrete (RC) structures in a marine environment deteriorate with time due to chloride-induced corrosion of reinforcing bars. Corrosion is initiated by chloride contamination if the structures have poor quality concrete and/or inadequate…
Inelastic Displacement-Based Seismic Design of Balanced Cantilever Bridges With Mid-Length Joints
ABC-DES604-14
22 Oct 2014
Bridges
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Ideally, a balanced cantilever bridge is built with its superstructure continuous between the abutments. For long bridges, mid-length expansion joints may be necessary. The separation of expansion joints may be maximised by supporting the…
An Agent-Based Framework for Improved Strategic Bridge Asset management
ABC-LCM204-14
22 Oct 2014
Bridges
More
This paper discusses an agent-based framework for improved bridge asset management. The framework comprises a geospatial representation of a network, a bridge performance deterioration model, and behavioural models of key stakeholders.Effective…
Life-Cycle Management of Bridges Based on Robustness to Deterioration
ABC-IAM103-14
22 Oct 2014
Bridges
More
In this paper a framework for assessing the robustness of existing reinforced concrete structures under corrosion is presented. Robustness is defined as a structural property related to the tolerance to damage and is measured by the mean performance…
Anzac Cable Stayed Bridge Health Monitoring
ABC-AAI201-14
22 Oct 2014
Bridges
More
Roads and Maritime Services of Transport for NSW in collaboration with the Bridge Solution Alliance formed by Freyssinet, Lend Lease and Sage Automation undertook a major maintenance project to solve stay cable vibrations, strengthening-related…
Modular Joint Testing for the Hunter Expressway
ABC-DES804-14
22 Oct 2014
Bridges
More
Modular bridge expansion joints (MBEJs) are widely used throughout the world for the provision of controlled pavement continuity during seismic, thermal expansion, contraction and long-term creep and shrinkage movements of bridge superstructures.…
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