Reliability of Tall columns Subjected to Nonstationary Vertical and Horizontal Ground Motions

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Abstract/Contents

Abstract

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.

Description

Type of resource text
Date created 1986-07
Language English

Creators/Contributors

Author Nielsen, RJ

Subjects

Subject reliability
Subject hazard analysis
Subject structural materials
Genre Technical report

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Use and reproduction
User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
License
This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).

Preferred citation

Preferred Citation
Nielsen, RJ. (1986). Reliability of Tall columns Subjected to Nonstationary Vertical and Horizontal Ground Motions. Stanford Digital Repository. Available at: http://purl.stanford.edu/bb371ws2695

Collection

John A. Blume Earthquake Engineering Center Technical Report Series

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