Age-dependent reliability analysis and development of a fuzzy based condition rating tool for timber utility poles

................................................................................................................................... ii List of Tables .......................................................................................................................... vi List of Figures ........................................................................................................................ vii List of Illustrations ............................................................................................................... viii Acknowledgements ................................................................................................................. x Dedication ............................................................................................................................... x

[1]  E. Okkonen,et al.  SAPWOOD THICKNESS OF DOUGLAS-FIR AND FIVE OTHER WESTERN SOFTWOODS. , 1969 .

[2]  Roger A. Sedjo,et al.  Wood materials used as a means to reduce greenhouse gases (GHGs): An examination of wooden utility poles , 2002 .

[3]  Reginald DesRoches,et al.  Age-Dependent Fragility Models of Utility Wood Poles in Power Distribution Networks Against Extreme Wind Hazards , 2014, IEEE Transactions on Power Delivery.

[4]  T F Fwa,et al.  FUZZY LOGIC TECHNIQUE FOR PAVEMENT CONDITION RATING AND MAINTENANCE-NEEDS ASSESSMENT , 1998 .

[5]  Bryan Stafford Smith,et al.  P-Delta Analysis of Building Structures , 1989 .

[6]  B. Ayyub,et al.  Practical Structural Reliability Techniques , 1984 .

[7]  Chi-Hsiang Wang,et al.  Vulnerability of timber in ground contact to fungal decay under climate change , 2012, Climatic Change.

[8]  Thomas L. Saaty What is the analytic hierarchy process , 1988 .

[9]  Brian Veitch,et al.  RISK-BASED DECISION-MAKING FOR DRILLING WASTE DISCHARGES USING A FUZZY SYNTHETIC EVALUATION TECHNIQUE , 2004 .

[10]  Xiaoming Wang,et al.  State-of-the-Practice & Challenges in Non-Destructive Evaluation of Utility Poles in Service , 2004 .

[11]  Ricardo O. Foschi Reliability theory and applications to risk analysis of power components and systems , 2004 .

[12]  R. F. Nelson Reliability-centered power line management-inspection process, measurement techniques and data management considerations , 1998 .

[13]  Ulrike Dackermann,et al.  R&D of NDTs for Timber Utility Poles in Service - Challenges and Applications (Extension for Bridge Sub-Structures and Wharf Structures) , 2012 .

[14]  Rehan Sadiq,et al.  Translation of pipe inspection results into condition ratings using the fuzzy synthetic evaluation technique , 2006 .

[15]  Richard A. Wohlman Hurricane risk assessment: Rollback or ride out , 1993 .

[16]  Bruce R. Ellingwood,et al.  Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment , 2006 .

[17]  Yue Li,et al.  Reliability assessment of power pole infrastructure incorporating deterioration and network maintenance , 2014, Reliab. Eng. Syst. Saf..

[18]  H. Carter Fuzzy Sets and Systems — Theory and Applications , 1982 .

[19]  Fernando Tallavo,et al.  New Methodology for the Assessment of Decayed Utility Wood Poles , 2009 .

[20]  Jeffrey J. Morrell,et al.  Annual Reports : Oregon State University Utility Pole Research Cooperative 2003 , 2003 .

[21]  Mark Steenhof,et al.  Effect of Woodpecker Damage and Wood Decay on Wood Utility Pole Strength , 2011 .

[22]  Robert H. Leicester,et al.  Probabilistic procedure for design of untreated timber piles under marine borer attack , 2008, Reliab. Eng. Syst. Saf..

[23]  Abdullahi M. Salman Age-Dependent Fragility and Life-Cycle Cost Analysis of Timber and Steel Distribution Poles Subjected to Hurricanes , 2014 .

[24]  Jeffrey J. Morrell,et al.  Wood Pole Maintenance Manual: 2012 Edition , 2012 .

[25]  R.E. Brown,et al.  The economics of aging infrastructure , 2006, IEEE Power and Energy Magazine.

[26]  Jozsef Bodig,et al.  Derivation of nominal strength for wood utility poles , 2001 .

[27]  R. Sadiq,et al.  Fuzzy synthetic evaluation of disinfection by-products--a risk-based indexing system. , 2004, Journal of environmental management.

[28]  A. Goel Design of Transmission Lines for Atmospheric Icing , 2008 .

[29]  G.J. Anders,et al.  Aging, maintenance, and reliability - approaches to preserving equipment health and extending equipment life , 2006, IEEE Power and Energy Magazine.

[30]  Mahesh D. Pandey,et al.  Estimation of life expectancy of wood poles in electrical distribution networks , 2006 .

[31]  Lu Sun,et al.  Pavement Condition Assessment Using Fuzzy Logic Theory and Analytic Hierarchy Process , 2011 .

[32]  R.-S. Lu,et al.  Analysis of reservoir water quality using fuzzy synthetic evaluation , 1999 .

[33]  Christian Brischke,et al.  Influence of wood moisture content and wood temperature on fungal decay in the field: observations in different micro-climates , 2008, Wood Science and Technology.

[34]  Reginald DesRoches,et al.  Fragility Assessment of Wood Poles in Power Distribution Networks against Extreme Wind Hazards , 2012 .

[35]  J M Yan,et al.  Fuzzy Approach for Pipe Condition Assessment , 2003 .

[36]  George J. Klir,et al.  Fuzzy sets and fuzzy logic - theory and applications , 1995 .

[37]  J. L. Sandoz,et al.  Wood poles ageing and non destructive testing tool , 1997 .

[38]  Bruce R. Ellingwood,et al.  Performance-Based Engineering of Wood Frame Housing: Fragility Analysis Methodology , 2002 .

[39]  Gang Li,et al.  Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads , 2016 .

[40]  Homayoun Najjaran,et al.  Modeling Pipe Deterioration Using Soil Properties--An Application of Fuzzy Logic Expert System , 2004 .

[41]  Ben Gouldby,et al.  Beyond the Factor of Safety: Developing Fragility Curves to Characterize System Reliability , 2010 .

[42]  R Seavey,et al.  INSPECTION OF TIMBER BRIDGES , 2002 .

[43]  Tarek Zayed,et al.  Condition Rating Model for Underground Infrastructure Sustainable Water Mains , 2006 .

[44]  Bruce R. Ellingwood Performance-based Design: Structural Reliability Considerations , 2000 .

[45]  Ching-Lai Hwang,et al.  Fuzzy Multiple Attribute Decision Making - Methods and Applications , 1992, Lecture Notes in Economics and Mathematical Systems.

[46]  Shipra Singh Ahluwalia A Framework for Efficient Condition Assessment of the Building Infrastructure , 2008 .

[48]  Mark G. Stewart,et al.  Structural reliability analysis of reinforced grouted concrete block masonry walls in compression , 2010 .

[49]  Suresh Varma Datla,et al.  Probabilistic Models for Life Cycle Management of Energy Infrastructure Systems , 2007 .

[50]  Golam Kabir,et al.  Multiple criteria inventory classification using fuzzy analytic hierarchy process , 2012 .

[51]  Ricardo O. Foschi,et al.  Reliability and performance-based design: a computational approach and applications , 2002 .

[52]  Saptarshi Sasmal,et al.  Condition evaluation of existing reinforced concrete bridges using fuzzy based analytic hierarchy approach , 2008, Expert Syst. Appl..

[53]  Olivier Daigle The Effect of Woodpecker Damage on the Reliability of Wood Utility Poles , 2013 .

[54]  G. Bhuyan,et al.  Reliability Assessment of Electrical Overhead Distribution Wood Poles , 2006, 2006 International Conference on Probabilistic Methods Applied to Power Systems.

[55]  Ruoning Xu,et al.  Fuzzy least-squares priority method in the analytic hierarchy process , 2000, Fuzzy Sets Syst..

[56]  B. Gustavsen,et al.  Asset management of wood pole utility structures , 2004, 2004 International Conference on Probabilistic Methods Applied to Power Systems.