Resumo

LENNER, R; BASSON, S E; SYKORA, M  e  VAN DER SPUY, P F. Reliability performance of bridges designed according to TMH7 NA load model. J. S. Afr. Inst. Civ. Eng. [online]. 2021, vol.63, n.1, pp.24-36. ISSN 2309-8775.  http://dx.doi.org/10.17159/2309-8775/2021/v63n1a3.

The current code of practice for the design of highway bridges in South Africa is called Technical Methods for Highways 7 (TMH7). It was first published in 1981 and is largely based on the loading provisions of the BS5400. The purpose of this study is to carry out an investigation into the reliability performance of new highway bridges designed according to TMH7. Past studies have identified deficiencies in the traffic load model. A case study considering isolated traffic load effects and sagging moment on a simply supported bridge indicates that NA loading generally performs well for spans ranging from 15 to 50 metres. However, a poor reliability performance is seen for short-span narrow bridges, especially for 5 m and 10 m spans where the number of traffic lanes is equal to the number of notional lanes for NA loading. To study the reliability performance of a critical element, flexural behaviour of a 20 m twin-spine simply supported deck is then investigated. The results agree with the first case study. It is, however, recommended to verify the presented findings by investigation based on data from other heavy-freight routes and to account for continuous structures and shear load effects.

Palavras-chave : bridge loading; structural reliability; WIM data; TMH7; traffic loads.

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