Life-cycle cost design of deteriorating structures
暂无分享,去创建一个
[1] Dan M. Frangopol,et al. Reliability-based optimum design of reinforced concrete girders , 1996 .
[2] G. N. Vanderplaats,et al. ADS: A FORTRAN program for automated design synthesis: Version 1.10 , 1984 .
[3] Palle Thoft-Christensen,et al. Optimal strategy for inspection and repair of structural systems , 1987 .
[4] H. Tamura,et al. Nondestructive Method of Detecting Steel Corrosion in Concrete , 1984 .
[5] Bruce R. Ellingwood,et al. MAINTAINING RELIABILITY OF CONCRETE STRUCTURES. I: ROLE OF INSPECTION/REPAIR , 1994 .
[6] Dan M. Frangopol,et al. Reliability of Reinforced Concrete Girders Under Corrosion Attack , 1997 .
[7] G N Vanderplaats. COPES/ADS (Control Program for Engineering Synthesis) (Automated Design Synthesis) Using the ADS Optimization Program, , 1984 .
[8] Frank S LeDoux,et al. NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION AND REHABILITATION DESIGN PROGRAM , 1983 .
[9] Sue McNeil,et al. PREDICTION OF PAVEMENT MAINTENANCE EXPENDITURE BY USING A STATISTICAL COST FUNCTION , 1982 .
[10] Bruce R. Ellingwood,et al. MAINTAINING RELIABILITY OF CONCRETE STRUCTURES. II: OPTIMUM INSPECTION/REPAIR , 1994 .