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
Performance-based multiobjective optimum design of steel structures considering life-cycle cost
โ Scribed by Michalis Fragiadakis; Nikos D. Lagaros; Manolis Papadrakakis
- Publisher
- Springer-Verlag
- Year
- 2006
- Tongue
- English
- Weight
- 369 KB
- Volume
- 32
- Category
- Article
- ISSN
- 1615-1488
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