Civil Engineering Reference
In-Depth Information
Howard, R. (2007).
Dynamic Probabilistic Systems: Semi-Markov and Decision
Processes
. Dover, Mineola, NY.
Jeong, G. D. and Iwan, W. D. (1988). The effect of earthquake duration on the
damage of structures.
Earthquake Engineering & Structural Dynamics
,
16
(8),
1201-1211.
Jones, D. A. (1992),
Principles and Prevention of Corrosion
. New York: Macmillan;
1992.
Kiessler, P., Klutke, G.-A., and Yang, Y. (2002). Availability of periodically inspected
systems subject to markovian degradation.
Journal of Applied Probability
,
39
,
700-711.
Klutke, G.-A. and Yang, Y. (2002). The availability of inspected systems subject to
shocks and graceful degradation.
IEEE Transactions on Reliability
,
51
(3),
371-374.
Kondo, Y. (1989). Prediction of fatigue crack initiation life based on pit growth.
Corrosion
,
45
, 7-11.
Krawinkler, H., Medina, R., and Alavi, B. (2003). Seismic drift and ductility demands
and their dependence on ground motions.
Engineering Structures
,
25
(5),
637-653.
Kumar, R., Gardoni, P., and Sanchez-Silva, M. (2009). Effect of cumulative seismic
damage and corrosion on life-cycle cost of reinforced concrete bridges.
Earth-
quake Engineering and Structural Dynamics
,
38
(7), 887-905.
Liek Yeo, G. and Allin Cornell, C. (2009). Building life-cycle cost analysis due to
mainshock and aftershock occurrences.
Structural Safety
,
31
(5), 396-408.
Luco, N., Bazzurro, P., and Cornell, C. A. (2004). Dynamic versus static computation
of the residual capacity of a mainshock-damaged building to withstand an after-
shock.
Proceedings of the 13th World Conference on Earthquake Engineering
.
Martín-Pérez, B., Pantazopoulou, S. J., and Thomas, M. D. A. (2001). Numerical solu-
tion of mass transport equations in concrete structures.
Computed Structures
,
79
,
1251-1264.
Mazzoni, S., McKenna, F., Scott, M. H., and Fenves, G. L. (2009).
OpenSees Command
Language Manual
. University of California, Berkeley.
Melchers, R. E. (1999).
Structural Reliability Analysis and Prediction
. John Wiley &
Sons Ltd.
Mori, Y. and Ellingwood, B. (1994). Maintaining reliability of concrete structures.
i: role of inspection / repair.
Structures ASCE
,
120
(3), 824-835.
Murià-Vila, D. and Toro Jaramillo, A. M. (1998). Effects of several events recorded
at a building founded on soft soil.
11th European Conference on Earthquake
Engineering
, Paris.
Nakagawa, T. (1976). On a replacement problem of cumulative damage model: Part
1.
Operational Research
,
27
(4), 895-900.
Noortwijk, J. (2009). A survey of the application of gamma processes in mainte-
nance.
Reliability Engineering and Systems Safety
,
94
, 2-21.
Pandey, M. D. (1998). Probabilistic models for condition assessment of oil and gas
pipelines.
NDT& E International
,
31
(5), 349-358.
Pandey, M. D., Yuan, X-X., and Noortwijk, J. (2009). The infl uence of temporal
uncertainty of deterioration on life-cycle management of structures.
Structure and
Infrastructure Engineering
,
5
(2), 145-156.
Rackwitz, R. (2000). Optimization - the basis of code making and reliability verifi ca-
tion.
Structural Safety
,
22
(1), 27-60.
Search WWH ::
Custom Search