Summary
The problem of assessing the reliability of frames with random properties, characterized by non-linear mechanic behaviour and subjected to stochastic dynamic excitations is analysed. Different approaches to the problem were considered in past research: simulation procedures, response surface methods, equivaient linearization techniques.
The operative aspects associated with the adoption of a suitable equivalent linearization approach are discussed here in detail. The degree of difficulty of the corresponding calculations and the accuracy of the results are compared with the computational effort and the level of approximation of simulation procedures and response surface methods. A numerical example is sketched.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Similar content being viewed by others
References
Casciati F.; Faravelli L.; Veneziano D.: The Seismic Fragi lity of R.C. Frames, Proc. 7th ECEE,Athens, 1982, 4, 143–151
Casciati F.; Faravelli L.: Seismic Risk for Structure Frames, Proc. 7th Symp. on Earth. Eng.,Roorkee, 1982, 1, 197–201
Casciati F.; Faravelli L.: A Simplified Reliability Approach in Stochastic Non-linear Dynamics, Proc. of IUTAM Symp. on Random Vibration and Reliability,Frankfurt/Oder, 1982, 33–43
Casciati F.; Faravelli L.: Progressive Failure for Seismic Reliability Analysis, Engineering Structures, 6, 1984, 97–103
Veneziano D.; Casciati F.; Faravelli L.: Method of Seismic Fragility for Complicated Systems,Proc. of 2nd CSNI Spec. Meeting on Prob. Methods in Seismic Risk Asses.,Livermore,1983
Casciati F.: Some Thoughts on Stochastic Methods in Structural Mechanics, in Stoch. Methods in Struct. Mech., F. Casciati and L. Faravelli (eds.), 1984, 3–8
Casciati F.; Faravelli L.: Plastic Zone Spread and Seismic Reliability Analysis,Proc. 8th WCEE, San Francisco, 1984
Spanos P.D.: Stochastic Linearization in Structural Dynamics, Applied Mech. Reviews, 34, n. 1, 1981, 1–8
Wen Y.K.: Equivalent Linearization for Hysteretic Systems under Random Excitation, Trans. ASME, 47, 1980, 150–154
Casciati F.; Faravelli L.: Equivalent Linearization Technique and Seismic Reliability of Random Systems, Proc. of ASCE Spec. Conf. on Prob. Mech. & Struct. Rel., Berkeley, 1984, 143–146
Baber T.T.; Wen Y.K.,Civil Eng. Studies,n,471,Un. Illinois,1980
Baber T.T.; Wen Y.K.,Earth. Eng. & Struc. Dyn., 10, 1982, 403–416
Sues R.H.; Wen Y.K.; Ang A.H-S.,Civil Eng. St.,n.506,Un.I11.,1983
Pires J.; Wen Y.K.;Ang A.H-S.,Civil. Eng. St.,n.504,Un.I1L,1983
Baber T.T.: Non-zero Mean Random Vibration of Hysteretic Systems Report UVA/526378/CE84/103,Univ. of Virginia,Charlottesville,198:
Veneziano D.: Probabilistic Seismic Resistance of R.C. Frames, ICOSSAR,Trondheim, 1981, 241–258
Kanaan A.E; Powell G.M.: General Purpose Computer Program for of Inel. Plane Structures,EERC, Un.Calif.,Berk.,1973
Bartels R.H.;Stewart G.W.,Comm. ACM, 15,n. 9, 1972, 820–826
Yang J.N.; Liu S.C.:Distribution of Maximum and Statistical Response Spectra, J. En. Mech.,ASCE, 107, 1981, 1089–1102
Davenport A. G., Proc. Inst. of Civil Engineers, London, 28, 1964
Der Kiureghian A.: Structural Response to Stationary Excitation, J. En. Mech.,ASCE, 106, 1980, 1195–1213
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1985 Springer-Verlag, Berlin, Heidelberg
About this paper
Cite this paper
Casciati, F., Faravelli, L. (1985). Reliability Assessment for Non-Linear Random Frames. In: Eggwertz, S., Lind, N.C. (eds) Probabilistic Methods in the Mechanics of Solids and Structures. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-82419-7_44
Download citation
DOI: https://doi.org/10.1007/978-3-642-82419-7_44
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-82421-0
Online ISBN: 978-3-642-82419-7
eBook Packages: Springer Book Archive