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- W590910832 abstract "The two-span bridge under consideration consists of a symmetric about the mid-support steel superstructure of total length 42.40 m long. The main girders are two riveted trusses 2.00m high and 4.00m apart, while the main truss girder consists of combined plates and L sections. At the bottom chord, the main trusses are connected with the transverse secondary beams (SB1), a horizontal bracing system, and the longitudinal secondary beams (SB2). The condition assessment was pursued through static and dynamic field measurements as well as laboratory tests. A finite element analysis was used to study the response of the structure. A validated analytical model was used to evaluate the capacity of the bridge to carry seismic and wind loads specified by current design codes as well as the heavier trainloads set by the owner in order to propose strengthening and replacement measures for bridge upgrade. The analysis and the design calculations showed that for the new train types, i.e., Train 1961 and RAILBUS, strengthening in some members was necessary. These members are the transversal secondary beams SB1 located in the lower chord. For the covering abstract see ITRD E122906." @default.
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- W590910832 date "2003-01-01" @default.
- W590910832 modified "2023-09-23" @default.
- W590910832 title "CONDITION ASSESSMENT OF A 19TH CENTURY STEEL-TRUSS RAILWAY BRIDGE" @default.
- W590910832 hasPublicationYear "2003" @default.
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