A RANDOM-FIELD MODEL FOR THE ESTIMATION OF SEISMIC HAZARD

Date

1993-10-01

Author

Yücemen, Mehmet Semih

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A stochastic framework is developed, in terms of the theory of homogeneous random functions, to estimate the seismic hazard associated with linearly extending seismic sources. The formulation is carried out in the space-time domain. An earthquake having at least a magnitude of m is assumed to occur whenever the total strain energy accumulated over the potential rupture plane exceeds the energy level corresponding to this magnitude, m. An alternative formulation, in which an earthquake is generated when the total shear force exceeds the total static friction force developed over the ruptured portion of the fault plane, is also described.

Subject Keywords

Civil and Structural Engineering, Safety, Risk, Reliability and Quality, Building and Construction

URI

https://hdl.handle.net/11511/56616

Journal

STRUCTURAL SAFETY

DOI

https://doi.org/10.1016/0167-4730(93)90002-i

Collections

Department of Civil Engineering, Article

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Citation Formats

M. S. Yücemen, “A RANDOM-FIELD MODEL FOR THE ESTIMATION OF SEISMIC HAZARD,” STRUCTURAL SAFETY, pp. 187–203, 1993, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/56616.