Skip to main content Accessibility help
×
  • Cited by 54
  • Arvid Naess, Norwegian University of Science and Technology, Trondheim, Torgeir Moan, Norwegian University of Science and Technology, Trondheim
Publisher:
Cambridge University Press
Online publication date:
February 2013
Print publication year:
2012
Online ISBN:
9781139021364

Book description

Stochastic Dynamics of Marine Structures is a text for students and a reference for professionals on the basic theory and methods used for stochastic modelling and analysis of marine structures subjected to environmental loads. The first part of the book provides a detailed introduction to the basic dynamic analysis of structures, serving as a foundation for later chapters on stochastic response analysis. This includes an extensive chapter on the finite element method. A careful introduction to stochastic modelling is provided, which includes such concepts as stochastic process, variance spectrum, random environmental processes, response spectrum, response statistics and short- and long-term extreme value models. The second part of the book offers detailed discussion of limit state design approaches, fatigue design methods, the equations of motion for dynamic structures and numerical solution techniques. The final chapter highlights methods for prediction of extreme values from measured data or data obtained by Monte Carlo simulation.

Reviews

"This book is meant to serve as a text for students and a reference for professionals on the basic theory and methods used for stochastic modeling and analysis of marine structures subject to environmental loads."
-Mathematical Reviews

Refine List

Actions for selected content:

Select all | Deselect all
  • View selected items
  • Export citations
  • Download PDF (zip)
  • Save to Kindle
  • Save to Dropbox
  • Save to Google Drive

Save Search

You can save your searches here and later view and run them again in "My saved searches".

Please provide a title, maximum of 40 characters.
×

Contents

References
References
Adams, A. J. and N. D. P., Barltrop (1991). Dynamics of Fixed Marine Structures (Third Edition). London: Butterworth-Heineman Ltd.
Almar-Naess, A. (1985). Fatigue handbook: offshore steel structures. Trondheim, Norway: Tapir Publishers.
Amzallag, C., J. P., Gerey, J. L., Robert, and J., Bahuaud (1994). Standardization of the rainflow counting method for fatigue analysis. International Journal of Fatigue 16, 287–293.
Ang, A. and W., Tang (2007). Probability Concepts in Engineering (Second Edition). Chichester, UK: John Wiley and Sons, Ltd.
,API (1993). Recommended Practice for Design, Analysis and Maintenance of Moorings for Floating Production Systems (API-RP2FP1, 1st Edition). Washington, DC: American Petroleum Institute.
,API (1997). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms (API RP2A-WSD). Washington, DC: American Petroleum Institute.
,API (2000). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms – Working Stress Design (API-RP2A, 21st Edition). Washington, DC: American Petroleum Institute.
Argyris, J. and H.-P., Mlejnek (1991). Dynamics of Structures. Amsterdam, The Netherlands: Elsevier Science Publishers B.V.
,ASTM (1985). Standard Practices for Cycle Counting in Fatigue Analysis (Designation E 1049–85). West Conshohocken, PA 19428: American Society for Testing and Materials.
Ayala-Uraga, E. and T., Moan (2007). Time-variant reliability assessment of FPSO hull girder with long cracks. Journal of Offshore Mechanics and Arctic Engineering 129(1), 81–89.
Azadi, M. E. (1998). Analysis of Static and Dynamic Pile-Soil-Jacket Behaviour. MTA Report 121, Norwegian University of Science and Technology, Trondheim, Norway.
Bach-Gansmo, O., C. A., Carlsen, and T., Moan (1987). Fatigue Assessment of Hull Girder for Ship Type Floating Production Vessels. In Proceedings of Conference on Mobile Offshore Units. London, UK: City University.
Barsom, J. M. and S. T., Rolfe (1999). Fracture and Fatigue Control in Structures: Applications of Fracture Mechanics (Third Edition). West Conshohocken, PA: ASTM.
Batchelor, G. K. (1953). The Theory of Homogeneous Turbulence. London: Cambridge University Press.
Bathe, K.-J. (1996). Finite Element Procedures. Englewood Cliffs, NJ: Prentice Hall PTR.
Battjes, J. A. (1970). Long Term Wave Height Distributions of Seven Stations around the British Isles (Report A.44). Godalming, UK: National Institute of Oceanography.
Beck, A. T. and R. E., Melchers (2004). On the ensemble crossing rate approach to time variant reliability analysis of uncertain structures. Probabilistic Engineering Mechanics 19, 9–19.
Benasciutti, D. and R., Tovo (2005). Spectralmethods for lifetime prediction under wide-band stationary random processes. International Journal of Fatigue 27, 867–877.
Benasciutti, D. and R., Tovo (2007). On fatigue damage assessment in bimodal random processes. International Journal of Fatigue 29(2), 232–244.
Benjamin, J. R. and C. A., Cornell (1978). Probability, Statistics and Decision for Civil Engineers. New York, NY: McGraw-Hill, Ltd.
Biggs, J. M. (1964). Introduction to Structural Dynamics. New York, NY: McGraw-Hill, Ltd.
Bishop, R. E. D. and W., Price (1979). Hydroelasticity of Ships. London, UK: Cambridge University Press.
Bjerager, P., R., Løseth, S. R., Winterstein, and C. A., Cornell (1988). Reliability Method for Marine Structures under Multiple Environmental Load Processes. In Proceedings 5th International Conference on the Behavior of Offshore Structures (BOSS), pp. 1239–1251. Trondheim: Norwegian Institute of Technology (NTH).
Boccotti, P. (1982). Relations between characteristic sea wave parameters. Journal of Geophysical Research 87, 4267.
Borgman, L. E. (1965). Wave Forces on Piling for Narrow-Band Spectra. Journal of the Waterways and Harbors Division, ASCE 91, 65–90.
Borgman, L. E. (1972). Statistical models for ocean waves and wave forces. In V. T., Chow (ed.), Advances in Hydroscience, Volume 8. New York, NY: Academic Press.
Bowness, D. and M.M.K., Lee (1999). Weld toe magnification factors for semi-elliptical cracks in T-butt joints. Technical report, Health Safety Executive.
Broek, D. (1984). Elementary Engineering Fracture Mechanics. The Hague, The Netherlands: Martinus Nijhoff.
Brouwers, J. J. H. and P.H. J., Verbeek (1983). Expected fatigue damage and expected extreme response for Morison-type wave loading. Applied Ocean Research 5(5), 129–133.
Brown, T. G. and M., Määttänen (2009). Comparison of Kemi-I and Confederation Bridge cone ice load measurement results. Cold regions Science and Technology 55(1), 3–13.
BS 7910 (1999). “Guidance on Methods for Assessing the Acceptability of Flaws in Fusion Welded Structures”. London, UK: British Standards.
Burton, T., N., Jenkins, D., Sharp, and E., Bossanyi (2011). Wind Energy Handbook (Second Edition). Chichester, UK: John Wiley and Sons, Ltd.
Bury, K. V. (1975). Statistical Models in Applied Sciences. New York, NY: John Wiley & Sons, Inc.
Chakrabarti, S. (2005). Handbook of Offshore Engineering. Elsevier Ltd.
Chopra, A. K. (2001). Dynamics of Structures: Theory and Applications to Earthquake Engineering (Second Edition). Upper Saddle River, NJ: Prentice Hall, Inc.
Clauss, G., E., Lehmann, and C., Ostergaard (1991). Offshore Structures, Vol. 1. Berlin, GermanySpringer-Verlag.
Clough, R. W. and J., Penzien (1993). Dynamics of Structures. New York, NY: McGraw Hill.
Cook, R. D., D. S., Malkus, M. E., Plesha, and R. J., Witt (2002). Concepts and Applications of Finite Element Analysis (Fourth Edition). New York, NY: John Wiley & Sons Ltd.
Craig, R. R. (1981). Structural Dynamics: An Introduction to Computer Methods. New York, NY: John Wiley & Sons Ltd.
Craig, R. R. (1987). A review of time-domain and frequency-domain component-mode synthesis methods. International Journal of Analytical and Experimental Modal Analysis 2(2), 57–72.
Cramer, H. (1946). Mathematical Methods of Statistics. Princeton, NJ: Princeton University Press.
Cruz, J. (2008). Ocean Wave Energy. Berlin: Springer-Verlag.
Cummins, W. E. (1962). The impulse response function and ship motions. Schifftechnik 47(9), 101–109.
Davenport, A. G. (1977). The Prediction of the Response of Structures to Gusty Wind. In I., Holand, D., Kavlie, G., Moe, and R., Sigbjørnsson (eds.), Safety of Structures under Dynamic Loading, pp. 257–284. Trondheim, Norway: Tapir A/S.
Davison, A. C. and D. V., Hinkley (1997). Bootstrap Methods and their Applications. London, UK: Cambridge University Press.
de Haan, L. (1994). Extreme Value Statistics. In J., Galambos, J. A., Lechner, and E., Simiu (eds.), Extreme Value Theory and Applications. Dordrecht, The Netherlands: Kluwer Academic Publishers.
Demirbilek, Z. (1989). Tension Leg Platforms – A State of the Art Review (ASCE Task Group on Compliant Offshore Structures). New York, NY: ASCE.
Dickens, J. M., J. M., Nakagawa, and M. J., Wittbrodt (1997). A critique of mode acceleration and modal truncation augmentation methods for modal response analysis. Computers and Structures 62(6), 985–998.
Dirlik, T. (1985). Application of computers in fatigue analysis. PhD Thesis, University of Warwick, Warwick, UK.
Ditlevsen, O. and H. O., Madsen (1996). Structural Reliability Methods. Chichester: John Wiley & Sons, Inc.
,DNV (2010a). DNV-OS-E301: Offshore Standard – Position Mooring. Oslo, Norway: Det Norske Veritas.
,DNV (2010b). DNV-RP-C205: Environmental Conditions and Environmental Loads. Oslo, Norway: Det Norske Veritas.
Donley, M. G. and P. D., Spanos (1990). Dynamic Analysis of Non-Linear Structures by the Method of Statistical Quadratization, Volume 57 of Lecture Notes in Engineering. Berlin, Germany: Springer-Verlag.
Dowling, N. E. (1972). Fatigue failure predictions for complicated stress-strain histories. Journal of Materials 7, 71–87.
Dowling, N. E. (1993). Mechanical Behavior of Materials. Englewood Cliffs, NJ: Prentice Hall.
Dowrick, D. J. (1977). Earthquake Resistant Design. Chichester: John Wiley & Sons, Inc.
Draper, N. R. and H., Smith (1998). Applied Regression Analysis. New York, NY: Wiley-Interscience.
Dyrbye, C. and S. O., Hansen (1997). Wind Loads on Structures. Chichester, UK: John Wiley & Sons, Inc.
Edwards, C. H. and D. E., Penney (2002). Calculus (Sixth Edition). Upper Saddle River, NJ: Prentice Hall, Inc.
Efron, B. and R. J., Tibshirani (1993). An Introduction to the Bootstrap. New York, NY: Chapman and Hall.
Faltinsen, O. M. (1990). Sea Loads on Ships and Offshore Structures. Cambridge, UK: Cambridge University Press.
Fang, T. and Z. N., Wang (1986). Mean Square Response to Band-Limited White Noise Excitation. AIAA Journal, 0001-1452 24(5), 860–862.
Faravelli, L., F., Casciati, and M. P., Singh (1988). Stochastic Equivalent Linearization Algorithms and Their Applicability to Hysteretic Systems. Meccanica 23(2).
Farnes, K. A. (1990). Long-term Statistics of Response in Non-linear Marine Structures. MTA-report 1990:74, Division of Marine Structures, NTH (NTNU), Trondheim, Norway.
Felton, L. P. and R. B., Nelson (1997). Matrix Structural Analysis. New York: John Wiley and Sons, Ltd.
Fish, J. and T. A., Belytschko (2007). A First Course in Finite Elements. Chichester, UK: John Wiley & Sons Ltd.
Fisher, R. A. and L. H. C., Tippet (1928). Limiting forms of the frequency distribution of the largest or smallest member of a sample. Proc. Camb. Phil. Soc. 24, 180–190.
Fjeld, S. (1977). Reliability of Offshore Structures. In Proceedings of the Offshore Technology Conference, Number OTC 3027. Houston, TX.
Forristall, G. Z. (1978). On the statistical distribution of wave heights in a storm. Journal of Geophysical Research 83(C5), 2353–2358.
Forristall, G. Z. (2000). Wave Crest Distributions: Observations and Second-Order Theory. Journal of Physical Oceanography 30, 1931–1943.
Fossen, T. I. (2002). Marine Control Systems: Guidance, Navigation and Control of Ships, Rigs and Underwater Vehicles. Trondheim, Norway: Marine Cybernetics AS.
Fricke, W. (2001). Recommended Hot Spot Analysis Procedure for Structural Details of FPSO and Ships Based on Round-robin FE Analyses. In Proceedings 11th International Offshore and Polar Engineering Conference, Stavanger, Norway. ISOPE.
Fu, T. T. and D., Cebon (2000). Predicting fatigue lives for bi-modal stress spectral densities. International Journal of Fatigue 22(1), 11–21.
Gall, D. S. and J. W., Hancock (1985). Fatigue crack growth under narrow and broad band stationary loading. Technical report, University of Glasgow, Glasgow, Scotland.
Gao, Z. and T., Moan (2007). Fatigue damage under combined high and low frequency Gaussian load processes considering a two-slope SN curve. In Proceedings 10th International Conference on Applications of Statistics and Probability in Civil Engineering, Tokyo, Japan. ICASP.
Gao, Z. and T., Moan (2008). Frequency-domain fatigue analysis of wide-band stationary Gaussian processes using a trimodal spectral formulation. International Journal of Fatigue 30(10–11), 1944–1955.
Gao, Z. and T., Moan (2009). Accuracy of the narrow-band approximation of stationary wideband Gaussian processes for extreme value and fatigue analysis. In H., Furuta, D., Frangopol, and M., Shinozuka (eds.), Proceedings 10th International Conference on Structural Safety and Reliability (ICOSSAR'09), pp. 997–1004. IASSAR: CRC Press.
Gill, P., W., Murray, and M. H., Wright (1981). Practical Optimization. London, UK: Academic Press.
Govolato, P. (1959). A study of the transient pitching oscillations of a ship. Journal of Ship Research 2(4), 22–30.
Gravesen, H., S. L., Sorensen, P., Volund, A., Barker, and G., Timco (2005). Ice loading on Danish wind turbines: Part 2. Analyses of dynamic model test results. Cold regions Science and Technology 41(1), 25–47.
Grigoriu, M. (1984a). Crossings of Non-Gaussian Translation Processes. Journal of Engineering Mechanics, ASCE 110(4), 610–620.
Grigoriu, M. (1984b). Extremes of Wave Forces. Journal of Engineering Mechanics, ASCE 110(12), 1731–1742.
Guyan, R. J. (1965). Reduction of stiffness and mass matrices. AIAA Journal 3(2), 380.
Hagen, Ø. and L., Tvedt (1991). Vector process out-crossings as parallel system sensitivity measure. Journal of Engineering Mechanics, ASCE 117(10), 2201–2220.
Halkyard, J. E. (2005). Floating Offshore Platform Design. In S. K., Chakrabarti (ed.), Handbook of Offshore Engineering, Chapter 7. Amsterdam: Elsevier.
Hals, J., R., Taghipour, and T., Moan (2007). Dynamics of a Force Compensated Two-Body Wave Energy Converter in Heave with Hydraulic Power Take-Off Subject to Phase Control. In Proceedings of the 7th European Wave and Tidal Energy Conference, Porto, Portugal.
Hansteen, O. E. and K., Bell (1988). On the accuracy of mode superposition analysis in structural dynamics. Earthquake Engineering and Structural Dynamics 7(5), 405–411.
Haring, R. E. and J. C., Heideman (1978). Gulf of Mexico Rare Wave Return Periods. In Proceedings of the Offshore Technology Conference, Number OTC 3230. Houston, TX.
Haring, R. E., A. R., Osborne, and L. P., Spencer (1976). Extreme wave parameters based on continental shelf storm wave records. In Proceedings of the 15th Conference on Coastal Engineering. Honolulu, Hawaii: ASCE.
Hasselmann, K., T. P., Barnett, E., Bouws, H., Carlson, D. E., Cartwright, K., Eake, J. A., Euring, A., Gicnapp, D. E., Hasselmann, P., Kruseman, A., Meerburg, P., Mullen, D. J., Olbers, K., Richren, W., Sell, and H., Walden (1973). Measurement of wind wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP). Deutschen Hydrographischen Zeitschrift ReiheA 8(12), 95.
Haver, S. (1980). Analysis of Uncertainties related to the Stochastic Modelling of Ocean Waves. Report UR-80-09, Division of Marine Structures, NTH (NTNU), Trondheim, Norway.
Haver, S. (2002). On the prediction of extreme wave crest heights. In Proceedings of 7th International Workshop On Wave Hindcasting and Forecasting. Banff, Canada: Meteorological Service of Canada, Environment Canada.
Haver, S. and K. A., Nyhus (1986). A wave climate description for long term response calculations. In Proceedings 9th International Conference on Offshore Mechanics and Arctic Engineering. New York: ASME.
Hellan, Ø. (1995). Nonlinear Pushover and Cyclic Analyses in Ultimate Limit State Design and Reassessment of Tubular Steel Offshore Structures. MTA Report 108, Norwegian University of Science and Technology, Trondheim, Norway.
Hoen, C., T., Moan, and S., Remseth (1993). System identification of structures exposed to environmental loads. In Proceedings of EURODYN'93, Volume 2, pp. 835–844. A.A. Balkema Publishers, Rotterdam, Netherlands.
Holappa, K. and J., Falzarano (1999). Application of extended state space to nonlinear ship rolling. Journal of Ocean Engineering 26, 227–240.
Hosking, J. R. M. and J. R., Wallis (1987). Parameter and Quantile Estimation for the Generalized Pareto Distribution. Technometrics 29, 339–349.
Housner, G. W. and P. C., Jennings (1982). Earthquake Design Criteria. Technical report, California Institute of Technology, Los Angeles, CA.
Huang, W. and T., Moan (2005). Combination of global still-water and wave load effects for reliability-based design of floating production storage and offloading (FPSO) vessels. Applied Ocean Research 27(3), 127–141.
Huang, W. and T., Moan (2006). Fatigue Under CombinedHigh and Low Frequency Loads. In Proceedings 25th International Conference on Offshore Mechanics and Arctic Engineering, Number OMAE2006-92247, Hamburg, Germany. ASME.
Huang, X. and T., Moan (2007). Improved Modeling of the Effect of R-ratio on Crack Growth Rate. International Journal of Fatigue 29(4), 591–602.
Hughes, T. J. R. (1987). The Finite Element Method. Englewood Cliffs, NJ: Prentice-Hall.
,IEC (1999). Wind turbine generator systems – Part 1: Safety requirements (International standard 61400-1). Washington, DC: International Electrotechnical Commission.
Irvine, H. M. (1988). Structural Dynamics for the Practicing Engineer. London, UK: Unwin Hyman, Ltd.
,ISO 19902 (2007). Petroleum and natural gas industries – Fixed steel offshore structures. Geneva, Switzerland: International Organization for Standardization.
,ISO 2394 (1998). General Principles on Reliability for Structures. London, UK: International Standardization Organization.
,ISSC (2006a). Report of Specialist Task Committee I.2, Loads. In P., Frieze and R., Shenoi (eds.), Proceedings of the 16th International Ship and Offshore Structures Congress, pp. 85–172. Elsevier, Southampton.
,ISSC (2006b). Report of Specialist Task Committee II.1, Quasi-static Response. In P., Frieze and R., Shenoi (eds.), Proceedings of the 16th International Ship and Offshore Structures Congress, pp. 173–257. Elsevier, Southampton.
,ISSC (2006c). Report of Specialist Task Committee VI.2, Very Large Floating Structures. In P., Frieze and R., Shenoi (eds.), Proceedings of the 16th International Ship and Offshore Structures Congress, pp. 391–442. Elsevier, Southampton.
,ITTC (2005). The Seakeeping Committee: Final Reports and Recommendations to the 24th ITTC. Technical report, International Towing Tank Organization, Edinburgh, UK.
Jahns, H. O. and J. D., Wheeler (1972). Long Term Wave Probabilities Based on Hindcasting of Severe Storms. In Proceedings of the Offshore Technology Conference, Number OTC 1590. Houston, TX.
,JBP (2005a). Common Structural Rules for Bulk Carriers. Technical report, Joint Tanker Project, London, UK.
,JBP (2005b). Common Structural Rules for Double Hull Oil Tankers. Technical Report Sect. 9, Design verification, Joint Tanker Project, London, UK.
Jensen, J. J. and P. T., Pedersen (1979). Wave-Induced Bending Moments in Ships – a Quadratic Theory. RINA, Supplementary Papers 121, 151–165.
Jensen, J. J. and P. T., Pedersen (1981). Bending Moments and Shear Forces in Ships Sailing in Irregular Seas. Journal of Ship Research 24(4), 243–251.
Jia, H. and T., Moan (2009). Comparative reliability analysis of ships under vector load processes. Journal of Marine Science and Technology 14, 485–498.
Jiao, G. and T., Moan (1990). Probabilistic Analysis of Fatigue due to Gaussian Load Processes. Probabilistic Engineering Mechanics 5(2), 76–83.
Jordaan, I. J. (2001). Mechanics of ice-structure interaction. Engineering Fracture Mechanics 68, 1923–1960.
Kareem, A., J., Zhao, and M. A., Tognarelli (1995). Surge response statistics of tension leg platforms under wind and wave loads: a statistical quadratization approach. Probabilistic Engineering Mechanics 10, 225–240.
Kärnä, T., Y., Qu, and W., Kühnlein (2004). New Spectral Method for Modeling Dynamic Ice Actions. In Proceedings 23rd International Conference on Offshore Mechanics and Arctic Engineering, pp. OMAE2004-51360. New York: ASME.
Karsan, D. I. (2005). Fixed Offshore Platform Design. In S. K., Chakrabarti (ed.), Handbook of Offshore Engineering, Chapter 6. Amsterdam: Elsevier.
Karunakaran, D., M., Baerheim, and B. J., Leira (1997). Measured and Simulated Dynamic Response of a Jacket Platform. In Proceedings of the 16th International Conference on Offshore Mechanics and Arctic Engineering, Volume II, Porto, Portugal, pp. 157–164.
Karunakaran, D., S., Haver, M., Baerheim, and N., Spidsoe (2001). Dynamic behaviour of Kvitebjørn jacket in the North Sea. In Proceedings of the 20th International Conference on Offshore Mechanics and Arctic Engineering, pp. OMAE2001/OFT1184. Rio de Janeiro, Brasil: ASME.
Kashiwagi, M. (2000). A time-domain mode expansion method for calculating transient elastic responses of a pontoon-type VLFS. Journal of Marine Science and Technology 5, 89–100.
Kashiwagi, M. (2004). Transient response of a VLFS during landing and take-off of an airplane. Journal of Marine Science and Technology 9, 14–23.
Keinonen, A. (1977). An Analytical Method for Calculating The Pure Ridge Resistance Encountered by Ships in First-year Ice Ridges. PhD Thesis, Ship Hydrodynamics Laboratory, Helsinki University of Technology, Helsinki, Finland.
Kendall, M. and A., Stuart (1976). The Advanced Theory of Statistics (Fourth Edition). London: Charles Griffin & Comp. Ltd.
Kim, W. S. and I., Lotsberg (2004). Fatigue Test Data for Welded Connections in Ship Shaped Structures. In Specialty Symposium on FPSO Integrity, Number OMAE-FPSO'04-0018, Houston, TX. ASME.
Kreyszig, E. (1993). Advanced Engineering Mathematics (Seventh Edition). New York, NY: John Wiley & Sons, Inc.
Krogstad, H. E. (1985). Height and period distributions of extreme waves. Applied Ocean Research 7(3), 158–165.
Krokstad, J. R., C. T., Stansberg, A., Nestegård, and T., Marthinsen (1996). A new non-slender load approach verified against experiments. In Proceedings of the 15th International Conference on Offshore Mechanics and Arctic Engineering. Florence, Italy: ASME.
Larrabee, R. D. and C. A., Cornell (1979). Upcrossing rate solutions for load combinations. Journal of Structural Engineering, ASCE 105(1), 125–132.
Larrabee, R. D. and C. A., Cornell (1981). Combination of various load processes. Journal of the Structural Division, ASCE 107, 223–239.
Larsen, C. E. and L. D., Lutes (1991). Prediction of fatigue life of offshore structures by the single-moment spectral method. Probabilistic Engineering Mechanics 6(2), 96–108.
Larsen, K. and P. C., Sandvik (1990). Efficientmethods for the calculation of dynamic mooring line tension. In Proceedings 1st European Offshore Mechanics Symposium, Trondheim, Norway.
Larsen, L. M. (1981). The influence of bandwidth on the distribution of heights of sea waves. Journal of Geophysical Research 86, 4299.
Leadbetter, M. R., G., Lindgren, and H., Rootzen (1983). Extremes and Related Properties of Random Sequences and Processes. New York, NY: Springer-Verlag.
Leira, B. J. (1987). Gaussian Vector-Processes for Reliability Analysis involvingWave-induced Load Effects. Report UR-87-57, Division of Marine Structures, NTH (NTNU), Trondheim, Norway.
Leung, A. Y. T. (1988). A simple dynamic substructure method. Earthquake Engineering and Structural Dynamics 16(6), 827–837.
Lin, Y. K. (1967). Probabilistic Theory of Structural Dynamics. New York, NY: MCGraw-Hill Inc.
Liu, X., G., Li, R., Oberlies, and Q., Yue (2009). Research on short term dynamic ice cases for dynamic analysis of ice-resonant jacket platform in the Bohai Gulf. Marine Structures 22(3), 457–479.
Livesley, R. K. (1983). Finite elements: an introduction for engineers. London, UK: Cambridge University Press.
Longuet-Higgins, M. S. (1952). On the statistical distribution of the heights of sea waves. Journal of Marine Research 11, 245.
Longuet-Higgins, M. S. (1980). On the distribution of the heights of sea waves: Some effects of nonlinearity and finite bandwidth. Annals of Statistics 85, 1519.
Lotsberg, I. (2005). Background for revision of DNV-RP-C203 fatigue analysis of offshore steel structures. In Proceedings 24th International Conference on Offshore Mechanics and Arctic Engineering, Number OMAE2005-67549, Halkidiki, Greece. ASME.
Lotsberg, I. (2006). Assessment of fatigue capacity in the new bulk carrier and tanker rules. Journal of Marine Structures 19(1), 83–96.
Lutes, L. D. and S., Sarkani (2004). Random Vibrations – Analysis of Structural and Mechanical Systems. Oxford, UK: Elsevier Butterworth-Heineman.
Määttänen, M. (1996). Ice failure and ice loads on a conical structure – Kemi-1 cone full-scale ice force measurement data analysis. In Proceedings of 13th International Symposium on Ice, Number Vol. 1, pp. 8–17. IAHR, Beijing, China.
Maddox, N. R. (1974). On the number of modes necessary for accurate response and resulting forces in dynamic analysis. Journal of Applied Mechanics, ASME 42, 516–517.
Maddox, S. J. (1991). Fatigue Strength of Welded Structures (Second Edition). Cambridge, UK: Woodhead Publishing.
Madsen, H. O., S., Krenk, and N. C., Lind (1986). Methods of Structural Safety. New Jersey: Prentice-Hall Inc.
Manwell, J. F., J. G., McGowan, and A. L., Rogers (2002). Wind Energy Explained: Theory, Design and Application. New Yok: John Wiley & Sons, Inc.
Marley, M. J. and T., Moan (1992). Time variant formulation for fatigue reliability. In Proceedings of 11th International Conference on Offshore Mechanics and Arctic Engineering, Paper No. OMAE92-1203, Alberta, Canada. ASME.
Marshall, P. W. and W. H., Luyties (1982). Allowable Stresses for Fatigue Design. In Proceedings BOSS '82, Volume 2, New York, NY, pp. 2–25. McGraw-Hill.
Masterson, D. M., R. M. W., Frederking, B., Wright, T., Kärnä, and W. P., Maddock (2007). A revised ice pressure-area curve. In Proceedings of the Nineteenth International Conference on Port and Ocean Engineering under Arctic Conditions, Vol. 1, pp. 305–314. Dalian University of Technology Press.
Matsuishi, M. and T., Endo (1968). Fatigue of Metals Subjected to Varying Stress. Japan Society of Mechanical Engineering, Fukuoka, Japan, 37–40.
McGuire, W., R. H., Gallagher, and R. D., Ziemian (2000). Matrix Structural Analysis (Second Edition). New York: John Wiley and Sons, Ltd.
McKay, M. D., W. J., Conover, and R. J., Beckman (1979). A Comparison of Three Methods for Selecting Values of Input Variables in the Analysis of Output from a Computer Code. Technometrics 21, 239–245.
McWilliam, S. and R. S., Langley (1993). Extreme values of first and second order wave induced vessel motions. Applied Ocean Research 15(3), 169–181.
Melchers, R. E. (1999). Structural Reliability Analysis and Prediction (Second Edition). West Sussex, UK: John Wiley & Sons, ISBN 0471987719.
Mo, O. (1983). Stochastic Time Domain Analysis of Slender Offshore Structures. Report UR-83-33, Norwegian University of Science and Technology, Trondheim, Norway.
Mo, O. and T., Moan (1984). Environmental Load Effect Analysis of Guyed Towers. In Proceedings of the Third OMAE Conference, Houston, TX.
Moan, T. (1995). Safety Level across Different Types of Structural Forms and Material – Implicit in Codes for Offshore Structures. Technical Report STF70 A95210, prepared for ISO/TC250/SC7, Trondheim, Norway.
Moan, T. (2003). Finite Element Modelling and Analysis of Marine Structures (Lecture Notes, UK-03-98). Trondheim, Norway: Department of Marine Technology, NTNU.
Moan, T. (2005). Reliability-based Management of Inspection, Maintenance and Repair of Offshore Structures. Journal of Structural and Infrastructural Engineering 1(1), 33–62.
Moan, T., Z., Gao, and E., Ayala-Uraga (2005). Uncertainty of Wave-induced Response of Marine Structures Due to Long Term Variation of Extratropical Wave Conditions. Journal of Marine Structures 18(4), 359–382.
Moan, T., G., Hovde, and A., Blanker (1993). Reliability-based Fatigue Design Criteria for Offshore Structures Considering the Effect of Inspection and Repair. In Proc. 25th OTC, Volume 2 of Offshore Technology Conference, Houston, pp. 591–599. OTC 7189.
Moan, T., K., Syvertsen, and S., Haver (1976). Stochastic Dynamic Response Analysis of Gravity Platforms. Technical Report SK/M33, NTH(NTNU), Trondheim, Norway.
Moan, T., K., Syvertsen, and S., Haver (1977). Stochastic Dynamic Response Analysis of Gravity Platforms. In Proceedings of the 2nd STAR Symposium (Invited paper). San Francisco, CA, pp. 119–146. SNAME.
Moe, G. and S. H., Crandall (1977). Extremes of Morison-type wave loading on a single pile. Journal of Mechanical Design, ASME 100, 100–104.
Montgomery, D. C., E. A., Peck, and G. G., Vining (2002). Introduction to Linear Regression Analysis. Amsterdam, The Netherlands: Elsevier Science Publishers B. V.
Morison, J. R., M. P., O'Brien, J. W., Johnson, and S. A., Shaaf (1950). The Force Exerted by Surface Waves on Piles. Petroleum Transactions, AIME 189, 149–154.
Moses, F. (1987). Load and Resistance Factor Design – Recalibration LRFD (Report, API PRAC 8722). Dallas, TX: American Petroleum Institute.
Muhonen, A. (1996). Evaluation of three ice-structure interaction models. PhD Thesis, Faculty of Mechanical Engineering, Helsinki University of Technology, Helsinki, Finland.
Munkeby, T. (1996). The Heidrun TLP and Concept Development for Deep Water. In Proceedings 6th International Offshore and Polar Engineering Conference, Volume 1, pp. 1–11. Los Angeles, CA: ISOPE.
Naboishikov, S. (1991). On the distribution of local extremes, ranges and means of Gaussian processes. In Proceedings 4th IFIP WG 7.5 Conference, Munich, Germany, pp. 305–312.
Nadim, F. and R., Dahlberg (1996). Numerical Modelling of Cyclic Pile Capacity in Clay. In Proceedings OTC Conference, Volume 1, pp. 347–356. ASME, Houston, TX.
Naess, A. (1983). Prediction of extremes of Morison type loading – an example of a general method. Ocean Engineering 10(5), 313–324.
Naess, A. (1984). On the long-term statistics of extremes. Applied Ocean Research 6(4), 227–228.
Naess, A. (1985a). The joint crossing frequency of stochastic processes and its application to wave theory. Applied Ocean Research 7(1), 35–50.
Naess, A. (1985b). On the distribution of crest to trough wave heights. Ocean Engineering 12(3), 221–234.
Naess, A. (1985c). Statistical analysis of second-order response of marine structures. Journal of Ship Research 29(4), 270–284.
Naess, A. (1986). The statistical distribution of second-order slowly-varying forces and motions. Applied Ocean Research 8(2), 110–118.
Naess, A. (1987). The Response Statistics of Non-Linear Second-Order Transformations to Gaussian Loads. Journal of Sound and Vibration 115(1), 103–129.
Naess, A. (1989). Prediction of extremes of combined first-order and slow-drift motions of offshore structures. Applied Ocean Research 11(2), 100–110.
Naess, A. (1990). Statistical analysis of nonlinear, second-order forces and motions of offshore structures in short-crested random seas. Probabilistic Engineering Mechanics 5(4), 192–203.
Naess, A. (1996). A Second-Order Theory for the Response Statistics of Wave Induced Ship Hull Vibrations in Random Seas. Probabilistic Engineering Mechanics 9, 389–408.
Naess, A. (2001). Crossing rate statistics of quadratic transformations of Gaussian processes. Probabilistic Engineering Mechanics 16(3), 209–217.
Naess, A., A. J., Berstad, and L. A., Moen (1994). Stochastic fatigue analysis of the tethers of a tension leg platform. In P. D., Spanos (ed.), Proceedings 2nd International Conference on Computational Stochastic Mechanics, Athens. Rotterdam: Balkema.
Naess, A. and P. H., Clausen (1999). Statistical Extrapolation and the Peaks Over Threshold Method. OMAE-99-6422. In Proceedings 18th International Conference on Offshore Mechanics and Arctic Engineering. New York: ASME.
Naess, A. and O., Gaidai (2008). Monte Carlo methods for estimating the extreme response of dynamical systems. Journal of Engineering Mechanics, ASCE 134(8), 628–636.
Naess, A. and O., Gaidai (2009). Estimation of extreme values from sampled time series. Structural Safety 31, 325–334.
Naess, A., O., Gaidai, and S., Haver (2007). Efficient estimation of extreme response of drag dominated offshore structures by Monte Carlo simulation. Ocean Engineering 34(16), 2188–2197.
Naess, A., O., Gaidai, and P. S., Teigen (2007). Extreme response prediction for nonlinear floating offshore structures by Monte Carlo simulation. Applied Ocean Research 29(4), 221–230.
Naess, A. and J. M., Johnsen (1991). Response Statistics of Nonlinear Dynamic Systems by Path Integration. In F. C., N.|Bellomo (ed.), Proceedings IUTAM Symposium on Nonlinear Stochastic Dynamics, pp. 401–414. Berlin: Springer-Verlag.
Naess, A. and J. M., Johnsen (1992). An Efficient Numerical Method for Calculating the Statistical Distribution of Combined First-Order and Wave-Drift Response. Journal of Offshore Mechanics and Arctic Engineering 114(3), 195–204.
Naess, A. and J. M., Johnsen (1993). Response statistics of nonlinear, compliant offshore structures by the path integral solution method. Probabilistic Engineering Mechanics 8(2), 91–106.
Naess, A. and H. C., Karlsen (2004). Numerical calculation of the level crossing rate of second order stochastic Volterra systems. Probabilistic Engineering Mechanics 19(2), 155–160.
Naess, A., H. C., Karlsen, and P. S., Teigen (2006). Numerical methods for calculating the crossing rate of high and extreme response levels of compliant offshore structures subjected to random waves. Applied Ocean Research 28(1), 1–8.
Naess, A. and G., Ness (1992). Second-Order Sum Frequency Response Statistics of Tethered Platforms in Random Waves. Applied Ocean Research 14(1), 23–32.
Naess, A. and J. O., Royset (2000). Extensions of Turkstra's rule and their application to combination of dependent load effects. Structural Safety 22, 129–143.
Naess, A., C. T., Stansberg, and O., Batsevych (2012). Prediction of Extreme Tether Tension for a TLP by the AUR and ACER Methods. Journal of Offshore Mechanics and Arctic Engineering 134(2), 021103(1–9).
Neal, E. (1974). Second order hydrodynamic forces due to stochastic excitation. In Proceedings 10th ONR Symposium. Cambridge, Mass.
Newland, D. E. (1991). An Introduction to Random Vibrations and Spectral Analysis (Second Edition). London, UK: Longman.
Newman, J. N. (1974). Second order slowly varying forces on vessels in irregular waves. In Symposium on Dynamics of marine vehicles and structures in waves. London, UK.
Newman, J. N. (1994). Wave effects on deformable bodies. Applied Ocean Research 16(1), 47–59.
Newmark, N. M. (1959). A Method of Computation for Structural Dynamics. Journal of the Engineering Mechanics Division, ASCE 85, 67–94.
Nielsen, F. G. (2007). Lecture Notes on Marine Operations. Trondheim, Norway: Department of Marine Technology, Norwegian University of Science and Technology.
Noor, A.K. (1994). Recent advances and applications of reduction methods. Applied Mechanics Reviews, ASME 47(5), 125–146.
,NORSOK N-001 (1998). Structural Design. Technical Report NORSOK N-001, Rev. 3, 16 pages, Norwegian Technology Standards, Oslo, Norway.
,NORSOK N-001 (2000). Structural Design (N-001). Oslo, Norway: Norwegian Technology Standards Institution.
NORSOKN-003 (2007). Actions and Action Effects (N-003, Rev. 2). Oslo, Norway: Norwegian Technology Standards Institution.
,NORSOK N-004 (1998). Steel Structures (N-004). Oslo, Norway: Norwegian Technology Standards Institution.
Ochi, M. K. (1998). Ocean Waves – The Stochastic Approach. Cambridge, UK: Cambridge University Press.
Ochi, M. K. and K., Ahn (1994). Probability distribution applicable to non-Gaussian random processes. Probabilistic Engineering Mechanics 9, 255–264.
Odland, J. (1982). Response and strength analysis of jack-up platforms. Norwegian Maritime Research 10(4), 225.
Ogilvie, T. F. (1963). First- and second-order forces on a cylinder submerged under a free surface. Journal of Fluid Mechanics 16, 451–472.
Papoulis, A. (1965). Probability, Random Variables and Stochastic Processes. New York, NY: MCGraw-Hill Inc.
Paris, P. C., H., Tada, and J. K., Donald (1999). Service Load Fatigue Damage – A Historical Perspective. International Journal of Fatigue 21, S35–46.
Phillips, O. M. (1958). The Equilibrium Range in the Spectrum of Wind Generated Waves. Journal of Fluid Mechanics 4(4), 426–434.
Phillips, O. M. (1984). Spectral and Statistical Properties of the Equilibrium Range in Wind Generated Gravity Waves. Journal of Fluid Mechanics 156, 505–531.
Pickands, J. (1975). Statistical Interference Using Order Statistics. Annals of Statistics 3, 119–131.
Quek, S. T., X. M., Li, and C. G., Koh (1994). Stochastic response of jack-up platform by the method of statistical quadratization. Applied Ocean Research 16(2), 113–122.
Raju, I. S. and J. C., Newman (1979). Stress Intensity Factors for a Wide Range of Semi-Elliptical Surface Cracks in Finite-Thickness Plates. Engineering Fracture Mechanics 11(4), 817–829.
Reid, J. G. (1983). Linear System Fundamentals. New York, NY: McGraw-Hill.
Reiss, R.-D. and M., Thomas (2001). Statistical Analysis of Extreme Values. Basel, Switzerland: Birkhauser Verlag.
Rice, S. O. (1954). Mathematical Analysis of Random Noise. In N., Wax (ed.), Selected Papers on Noise and Stochastic Processes, pp. 133–294. New York, NY: Dover Publications, Inc.
Roberts, J. B. and P. D., Spanos (1990). Random Vibration and Statistical Linearization. Chichester, UK: John Wiley & Sons.
Rodriguez, G., C. G., Soares, M., Pacheco, and E., Perez-Martell (2002). Wave Height Distribution in Mixed Sea States. Journal of Offshore Mechanics and Arctic Engineering 124(1), 34–40.
Rychlik, I. (1987). A new definition of the rainflow cycle counting method. International Journal of Fatigue 9(2), 119–121.
Rychlik, I., P., Johannesson, and M. R., Leadbetter (1997). Modelling and statistical analysis of ocean wave data using transformed Gaussian processes. Marine Structures 10, 13–47.
Sack, R. L. (1984). Structural Analysis. New York: McGraw-Hill Book Company.
Sakai, S. and H., Okamura (1995). On the distribution of rainflow range for Gaussian random processes with bimodal PSD. JSME Int J Ser A 38, 440–445.
Sanderson, T. J. O. (1988). Ice Mechanics and Risks to Offshore Structures. London: Graham and Trotman, Ltd.
Sarkani, S., D. P., Kihl, and J. E., Beach (1994). Fatigue of welded joints under narrowband non-Gaussian loadings. Probabilistic Engineering Mechanics 9, 179–190.
Sarpkaya, T. and M., Isaacson (1981). Mechanics of Wave Forces on Offshore Structures. New York, NY: Van Nostrand Reinhold Comp.
Schall, G., M. H., Faber, and R., Rackwitz (2001). Ergodicity assumption for sea states in the reliability estimation of offshore structures. Journal of Offshore Mechanics and Arctic Engineering 123(3), 241–246.
Schetzen, M. (1980). The Volterra and Wiener Theories of Nonlinear Systems. New York, NY: John Wiley & Sons, Inc.
Schmiechen, M. (1973). On State Space Models and their Application to Hydromechanic Systems. Technical Report NAUT 5002, University of Tokyo, Tokyo, Japan.
Shinozuka, M. (1974). Digital Simulation of Random Processes in Engineering Mechanics with the Aid of FFT Techniques. In Stochastic Problems in Mechanics, pp. 277–286. Waterloo, Ontario, Canada: University of Waterloo Press.
Shinozuka, M. and G., Deodatis (1991). Simulation of Stochastic Processes by Spectral Representation. Applied Mechanics Review 44(4), 191–203.
Shinozuka, M. and C.-M., Jan (1972). Digital Simulation of Random Processes and Its Application. Journal of Sound and Vibration 25(1), 111–128.
Shyu, W.-H., Z.-D., Ma, and G. M., Hulbert (1997). A new component mode synthesis method: Quasistatic mode compensation. Finite Elements in Analysis and Design 24(4), 271–281.
Simiu, E. and R. H., Scanlan (1996). Wind Effects on Structures (Third Edition). New York, NY: John Wiley & Sons.
,SNAME (1988). Principles of Naval Architecture – Stability and Strength, Volume 1. New York, NY: Society of Naval Architects and Marine Engineers.
Sobczyk, K. and B. F., Spencer (1992). Random Fatigue: From Data to Theory. Boston, USA: Academic Press, Inc.
Soong, T. T. and M., Grigoriu (1993). Random Vibration of Mechanical and Structural Systems. Englewood Cliffs, NJ: PTR Prentice Hall.
Søreide, T. H. and J., Amdahl (1994). USFOS – A Computer Program for Ultimate Strength Analysis of Framed Offshore Structures (Theory Manual: Report STF71 A86049). Trondheim, Norway: SINTEF Structural Engineering.
Spanos, P. D. and M. G., Donley (1991). Equivalent statistical quadratization for nonlinear systems. Journal of Engineering Mechanics, ASCE 117(6), 1289–1310.
Spanos, P. D., G., Failla, and M. D., Paola (2003). Spectral approach to equivalent statistical quadratization and cubicization methods for nonlinear oscillators. Journal of Engineering Mechanics, ASCE 129(1), 31–42.
Stansberg, C. T. (1992). Model Scale Experiments on Extreme Slow-Drift Motions in Irregular Waves. In Proceedings of the BOSS-92 Conference, Vol. 2, pp. 1207–1222. London, UK: BPP Technical Services, Ltd.
Stansberg, C. T. (2000). Prediction of Extreme Slow-Drift Amplitudes. In Proceedings of the 19th International Conference on Offshore Mechanics and Arctic Engineering, Number OMAE00-6135. New Orleans, USA: ASME.
St. Denis, M. and W. J., Pierson (1953). On the motions of ships in confused seas. Transactions of SNAME 61, 280–357.
Stewart, G. (1992). Non-Linear Structural Dynamics by Pseudo-Force Influence Method, Part II: Application to Offshore Platform Collapse. In Proceedings of ISOPE'92. San Francisco, CA: ISOPE.
Storhaug, G. (2007). Experimental investigation of wave induced vibrations and their effect on the fatigue loading of ships. Theses at NTNU, 2007:133, Norwegian University of Science and Technology, Trondheim, Norway.
Sundararajan, C. and D. V., Reddy (1973). Stochastic analysis of ice structure interaction. In Proceedings 2nd International Conference on Port and Ocean Engineering under Arctic Conditions (POAC'73), pp. 345–353. Reykjavik, Iceland.
Taghipour, R., T., Perez, and T., Moan (2008). Hybrid Frequency-Time Domain Models for Dynamic Response Analysis Of Marine Structures. Ocean Engineering 35, 685–705.
Taghipour, R., T., Perez, and T., Moan (2009). Time-Domain Hydroelastic Analysis of a Flexible Marine Structure Using State-Space Models. International Journal of Offshore Mechanics and Arctic Engineering 131(1), 011603.
Teigen, P. and A., Naess (1999). Stochastic Response Analysis of Deepwater Structures in Short-Crested Random Waves. Journal of Offshore Mechanics and Arctic Engineering, ASME 121, 181–186.
Toro, G. R. (1984). Probabilistic Analysis of Combined Dynamic Responses. Report no. 65, Stanford University, Palo Alto, CA.
Torsethaugen, K. and S., Haver (2004). Simplified Double Peak Spectral Model for Ocean Waves. In Proceedings of the 14th International Offshore and Polar Engineering Conference, Number Paper No. 2004-JSC-193. Montain View, CA: ISOPE.
Tovo, R. (2002). Cycle distribution and fatigue damage under broad-band random loading. International Journal of Fatigue 24, 1137–1147.
Tromans, P. S. and L., Vanderschuren (1995). Response Based Design Conditions in the North Sea: Application of a New Method. In Proceedings of the Offshore Technology Conference, Number OTC 7683. Houston, TX.
Turkstra, C. J. (1970). Theory of Structural Safety. Ontario, Canada: SM Study No. 2, Solid Mechanics Division, University of Waterloo.
,UBC (1988). Handbook to the Uniform Building Code: An Illustrative Commentary. Whittier, CA 90601: International Conference of Building Officials.
Van der Hoven, I. (1957). Power spectrum of horizontal wind speed in the frequency range from 0.0007 to 900 cycles per hour. Journal of Meteorology 14, 160–164.
Vanmarcke, E. H. (1972). Properties of spectral moments with applications to random vibration. Journal of the Engineering Mechanics Division, ASCE 98, 425–426.
Videiro, P. M. and T., Moan (1999). Efficient evaluation of long-term distributions. In Proceedings of the 18th International Conference on Offshore Mechanics and Arctic Engineering, St. Johns, Canada: ASME.
Videiro, P. M. and T., Moan (2000). Reliability analysis of offshore structures under multiple long-term wave load effects. In Proceedings of the 8th International Conference on Applications of Statistics and Probability (ICASP8), pp. 1165–1173. CERRA: A.A. Balkema, Rotterdam.
Vinje, T. (1980). Statistical distributions of hydrodynamic forces on objects in current and waves. Norwegian Maritime Research 8(2), 20–26.
Vinje, T. (1983). On the statistical distribution of second-order forces and motions. International Shipbuilding Progress 30, 58–68.
Vugts, J. H. (1970). The Hydrodynamic Forces and Ship Motions in Waves. PhD Thesis, Technical University, Delft, The Netherlands.
,WAMIT (2008). WAMIT Inc.www.wamit.com.
Wang, X. and J. Q., Sun (2005). Effect of skewness on fatigue life with mean stress correction. Journal of Sound and Vibration 282, 1231–1237.
Watson, P. and B. J., Dabell (1975). Cycle counting and fatigue damage. In Symposium on Statistical Aspects of Fatigue Testing, Warwick, UK. Warwick University.
Wen, Y.-K. (1990). Structural Load Modeling and Combination for Performance and Safety Evaluation. Amsterdam, The Netherlands: Elsevier Science Publishers B.V.
Wen, Y. K. and H. C., Chen (1987). On fast integration for time variant structural reliability. Probabilistic Engineering Mechanics 2(3), 156–162.
Wen, Y. K. and H. C., Chen (1989a). System reliability under time varying loads, I. Journal of Engineering Mechanics, ASCE 115(4), 808–823.
Wen, Y. K. and H. C., Chen (1989b). System reliability under time varying loads, II. Journal of Engineering Mechanics, ASCE 115(4), 824–839.
Wen, Y. K. and H. T., Pearce (1981). Recent developments in probabilistic load combinations. In Proceedings on Probabilistic Methods in Structural Engineering, St. Louis, Mo.ASCE.
Winterstein, S., T., Ude, C. A., Cornell, P., Bjerager, and S., Haver (1993). Environmental parameters for extreme response: Inverse FORM with omission factors. In Proceedings 6th International Conference on Structural Safety and Reliability (ICOSSAR'93). Innsbruck, Austria: Balkema.
Winterstein, S. R. (1985). Non-normal responses and fatigue damage. Journal of Engineering Mechanics, ASCE 111(10), 1291–1295.
Winterstein, S. R. (1988). Nonlinear vibration models for extremes and fatigue. Journal of Engineering Mechanics, ASCE 114, 1772–1790.
Wirsching, P. and M. C., Light (1980). Fatigue under wide band random loading. Journal of the Structural Division, ASCE 106(7), 1593–1607.
Wolf, J. P. (1994). Foundation Vibration Analysis using Simple Physical Models. Englewood Cliffs, NJ: PTR Prentice Hall.
Wood, W. L. (1984). A further look at Newmark, Houbolt, etc. time-stepping formulae. International Journal for Numerical Methods in Engineering 20, 1009–1017.
Wu, M. K. and T., Moan (1996). Linear and Nonlinear Hydroelastic Analysis of High Speed Vessels. Journal of Ship Research 40(2), 149–163.
Wu, M. K. and T., Moan (2005). Efficient calculation of wave-induced ship responses considering structural dynamic effects. Applied Ocean Research 27, 81–96.
Yago, K. and H., Endo (1996). Model experimental and numerical calculation of the hydroelastic behaviour of matlike VLFS. In Proceedings of InternationalWorkshop on Very Large Floating Structures. Hayama, Japan.
Yasuzawa, Y., K., Kagawa, D., Kawano, and K., Kitabayashi (1997). Dynamic response of a large flexible floating structure in regular waves. In Proceedings of the 16th International Conference on Offshore Mechanics and Arctic Engineering. New Orleans, USA: ASME.
Yeung, R. W. (1989). Added mass and damping of a vertical cylinder in finite-depth water. Applied Ocean Research 11(3), 119–133.
Yue, Q. J., Y., Qu, X. J., Bi, and T., Kärnä (2007). Ice Force Spectrum on Narrow Conical Structures. Cold regions Science and Technology 49(2), 161–169.
Zhang, B. and T., Moan (2005). Analysis of fatigue crack propagation in typical welded joints of FPSOs. In Proceedings 24th International Conference on Offshore Mechanics and Arctic Engineering, pp. OMAE2005-67058. New York: ASME.
Zhao, W. and M. J., Baker (1992). On the probability density function of rainflow stress range for stationary Gaussian processes. International Journal of Fatigue 12(2), 121–135.
Zienkiewicz, O. C. and R. L., Taylor (2006). The Finite Element Method for Solid and Structural Mechanics (Sixth Edition). Amsterdam, The Netherlands: Elsevier.
Zienkiewicz, O. C., R. L., Taylor, and J. Z., Zhu (2005). The Finite Element Method: Its Basis and Fundamentals (Sixth Edition). Amsterdam, The Netherlands: Elsevier.

Metrics

Full text views

Total number of HTML views: 0
Total number of PDF views: 0 *
Loading metrics...

Book summary page views

Total views: 0 *
Loading metrics...

* Views captured on Cambridge Core between #date#. This data will be updated every 24 hours.

Usage data cannot currently be displayed.