Reliability of Tall columns Subjected to Nonstationary Vertical and Horizontal Ground Motions
This series includes technical reports prepared by faculty, students and staff who are associated with the John A. Blume Earthquake Engineering Center at Stanford University. While the primary focus of Blume Center is earthquake engineering, many of the reports in this series encompass broader topics in structural engineering and materials, computational mechanics, geomechanics, structural health monitoring, and engineering life-cycle risk assessment. Each report includes acknowledgments of the specific sponsors for the report and underlying research. In addition to providing research support, the Blume Center provides administrative support for maintaining and disseminating the technical reports. For more information about the Blume Center and its activities, see https://blume.stanford.edu.
In recent years, a great deal of attention has been focused on the safety and reliability of industrial facilities. Accidents have illustrated dramatically the very large risks such facilities present to human life and property. Being aware of the risks and desiring to mitigate them, the owners and operators of industrial complexes are striving to evaluate the hazards presented by their operations. An important tool in the management of the risks associated with industrial facilities is a component reliability analysis which attempts to define the failure probabilities for individual components in an industrial complex. This study concentrates on the reliability of a component common to many different industrial processes: tall cylindrical columns.
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