Effect of Common Cause Failures on Indirect Costs

Author:

Adey Bryan1,Hajdin Rade2,Brühwiler Eugen3

Affiliation:

1. PhD, Civil Engineering, Swiss Federal Institute of Technology, School of Architecture, Civil and Environmental Engineering, Maintenance and Safety of Structures Division (MCS), CH 1015 Lausanne, Switzerland.

2. Visiting Professor, PhD, Systems Engineering, Univ. of Pennsylvania, Dept. of Electrical and Systems Engineering, 220 South 33rd St., 270 Towne Building, Philadelphia, PA 19104-6315.

3. Professor, PhD, Civil Engineering, Swiss Federal Institute of Technology, School of Architecture, Civil and Environmental Engineering, Maintenance and Safety of Structures Division (MCS), CH 1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Adey B. Hajdin R. and Brühwiler E. (2001). “Comparison of hazard scenarios: Using probabilistic methods.” Int. Association for Bridge and Structural Engineering Conf. Safety Risk and Reliability–Trends in Engineering IABSE Zurich Switzerland 291–296.

2. Augusti G. and Ciampoli M. (1997). “Optimal distribution of seismic upgrading interventions to maximize the expected flow in a road network.” Reliability and optimization of structural systems D. Frangopol R. Corotis and R. Rackwitz eds. Pergamon New York 85–92.

3. Cambridge Systematics. (1997). Pontis release 3.2—Users manual American Association of State Highway and Transportation Officials Washington D.C.

4. Ludescher H. and Hajdin R. (1995). KUBA-MS-Ticino User Manual EDMZ No. 308.650d Bern Switzerland.

5. National Engineering Technology Corporation. (1998). Bridgit users manual National Cooperative Highway Research Program Washington D.C.

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