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Nanning, China
Korea Land and Housing Corporation
Nanning City Development and
Investment Company
OPAC Consulting Engineers
Completed in 2009
Steel Arch Bridge
300m Main Span, 1.1km Total Length
Nanning, China
The unique design of the Nanning Bridge considers aesthetics, performance, constructability, and economy. The bridge form provides a funicular
through-arch to support a curved span. The arch ribs and deck girder balance each other’s weight to provide a structure both of rational and efficient.
The design is validated by extensive engineering studies addressing overall static and dynamic system performance, construction stage, and the
strength and serviceability requirements of the structural components. The resulting structure can be described as a daring but rational concept,
supported by prudent engineering and construction execution. The bridge was opened to traffic on September, 2009.
The unique design of the Nanning Bridge considers aesthetics, performance, constructability, and economy. The bridge form provides a funicular
through-arch to support a curved span. The arch ribs and deck girder balance each other’s weight to provide a structure both of rational and efficient.
The design is validated by extensive engineering studies addressing overall static and dynamic system performance, construction stage, and the
strength and serviceability requirements of the structural components. The resulting structure can be described as a daring but rational concept,
supported by prudent engineering and construction execution. The bridge was opened to traffic on September, 2009.
315 Bay Street 2nd Floor San Francisco, California 94133, USA
OPAC has made significant contributions in bridge engineering. They have provided design services on suspension, cable-stayed and arch bridges and segmental girders, complex interchanges, and other structures. Also, They have evaluated bridges for constructability, seismic performance, and wind and collapse assessment