This paper address a practical life-cycle cost (LCC) formulation and procedure for the LCC-effective optimum design of steel bridges. A general LCC model for optimum design of steel bridges consists of those of initial cost and direct/indirect rehabilitation costs of a steel bridge, including repair
โฆ LIBER โฆ
Optimum rise design of steel arch bridges
โ Scribed by I.Ch. Ermopoulos; S.S. Ioannidis
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 289 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0143-974X
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