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Wigram-Magdala Link Bridge: Low-Damage Details For a More Efficient Seismic Design Philosophy
The aftermath of the Christchurch earthquake highlighted difficulties in the assessment and repair of damaged plastic hinge zones in conventional reinforced concrete structures. Particular issues are uncertainty in strain history, low-cycle fatigue,…
Criteria and Guidance for the Design of Integral Bridges
Integral and semi-integral bridges are a common form of construction, providing some marked advantages over other construction forms. Integral and semi-integral bridges minimise the use of bearings and expansion joints by providing a direct…
Epping To Thornleigh Third Tracking (Ettt) Project - M2 Bridge Alternative Design, Sydney
The existing rail lines at this location sit on a marginally stable embankment of 1.5:1 slope and height varying between 6m to 15m. The existing lines cross the M2 motorway via an under-bridge and Devlin’s creek via an old masonry arch culvert.
Assessment of Existing Composite Bridges
Since the early 1920’s steel-concrete composite bridges have been widely used on New Zealand’s State Highway Network. Unfortunately, many shear connector types that have been used are not supported by current design rules within the standards…
Thermal Movements of Tasman Bridge
Tasman Bridge crosses the Derwent River joining Hobart to its eastern suburbs. It was built in the early 1960’s and reflects design concepts of the time. It is articulated so that the main viaducts are restrained by the abutments, with very slender…
KiwiRail Long-term Rail Bridge Renewal Management
KiwiRail manages a wide range of rail assets, including approximately 1700 bridges and major culverts within resource and investment constraints. With an existing asset stock that is aging there is increased pressure to manage assets on whole-of-…
Design Guidelines for Post-Installed and Cast-In Anchors in Australia for Safety-Critical Applications
Post-installed and cast-in anchors are commonly used in safety-critical applications in buildings and large infrastructure projects. This paper discusses the new Standards Australia Technical Specification TS 101:2015 which is the first Australian…
An Update of the Revision of the New Edition of AS5100.4 Bearings and Deck Joints
A major revision of AS 5100.4 Bearings and Deck Joints has been undertaken in preparation for the publication of a new edition of AS 5100. The elastomeric bearing performance tables have been revised to make bearing selection easier and the movement…
Comparison of Australian Light Rail and Heavy Vehicle Loads on Bridges
This paper reports an independent study on the effects of Melbourne trams and Sydney light rail, and the heavy vehicle configurations defined in the draft AS5100.7 code on short to medium span bridges.
Next Generation Flexible Joint Material for Demanding Bridges
Expansions joints can be defined as a component of a bridge providing a continuous surface across the expansion gap for all classes of road users whilst accommodating all ranges of movements. Typically expansion joints are installed between adjacent…