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Abstract

This research relates to the use of computer-controlled devices to control the dynamic response of above-ground pipelines, loosely resting on steel saddles, when subjected to strong ground shaking. By applying suitable space and time discretisation schemes, the state relation is formulated as a quadratic optimisation problem. A optimisation algorithm is proposed which transforms the initial quadratic problem into a sequence of linear problems. A numeric example illustrates the proposed method.

Additional information

Authors: BANIOTOPOULOS C C, JRC Ispra (IT)
Bibliographic Reference: Article: International Journal of Pressure Vessels and Piping, Vol. 63 (1995) pp. 211-222
Record Number: 199511162 / Last updated on: 1995-08-23
Category: PUBLICATION
Original language: en
Available languages: en
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