Analyzing the Ultimate Capacity of a Precast Segmental Box Girder Bridge
| Author(s): |
D. Tassin
B. Dodson T. Takebayashi |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Structural Engineering International, November 1996, n. 4, v. 6 |
| Page(s): | 255-258 |
| DOI: | 10.2749/101686696780496120 |
| Abstract: |
The Second Stage Expressway System (SES) in Bangkok, Thailand includes approximately 32 km of elevated roadway. The precast segmental portion consisted of approximately 1,130 spans ranging in length from 24.9 m to 48.7 m, with a typical span length of 45 m. Because of the large investment involved, it was cost-effective to produce a prototype test span that could confirm the adequacy of the design. |
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