2000
DOI: 10.2749/101686600780620919
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Softening Instead of Strengthening for Seismic Rehabilitation

Abstract: Switzerland were designed without adequate consideration of earthquakes. They possess an unknown, but presumably often insufficient, seismic safety factor. Many of these structures would collapse under a moderate earthquake. which could result in considerable damage to the environment if hazardous materials were released. Certain chemical plants belong to this group of structures. It is in the interests of the owners of these facilities and of the general public that these risks are understood and that the nec… Show more

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“…Methods of improving the seismic performance of tanks by increasing their ability to dissipate seismic energy need to be examined. The tank could either be anchored to its foundation with energy dissipating devices [29] or seismically isolated by special bearings [30,31].…”
Section: Seismic Responsesmentioning
confidence: 99%
“…Methods of improving the seismic performance of tanks by increasing their ability to dissipate seismic energy need to be examined. The tank could either be anchored to its foundation with energy dissipating devices [29] or seismically isolated by special bearings [30,31].…”
Section: Seismic Responsesmentioning
confidence: 99%
“…Chalhoub and Kelly (1990) determined favorable effects of base isolation of liquid storage tanks through shake table tests on isolated and non-isolated tanks. In 2000, Bachmann and Wenk (2000) applied a seismic isolation system to a liquid storage tank supported by short columns. They named this rehabilitation scheme as softening.…”
Section: Introductionmentioning
confidence: 99%