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The Design and Analysis of the Simple Beam-Arch Composite Bridge of the 100.5m Span
Jin Xiaosi, Jin Chengdi
1998, 17(2):
11-19.
In the designing of the simple beam-arch composite bridge of the 100.5m span in the out
Suzhou City Ring Road, Jiangsu Province, the results achieved by calculation, analysis of the
structure, and test of the load on the real bridge is int roduced in this paper. We use steel pipe
concrete for the arch rib, prest ressed concrete box beam for the stiffened girder, OVM anchorage
and low relaxation tendon for the longitudinal prest ressed cable. In the construction of the
bridge, the method of the beam first, the arch af terwards, and with little scaffords was used.
The results of test have approximately coincide with the calculations and the chief section of the
bridge had no crackles.
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