An experimental model of buckling restrained braces for multiperformance optimum design

Bonessio, Noemi; Lomiento, Giuseppe; Benzoni, Gianmario

doi:10.2140/siaps.2011.2.75

Cited by 1 publication

(1 citation statement)

References 8 publications

(6 reference statements)

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“…Bargi et al (2011) performed nonlinear dynamic analysis of a Persian Gulf platform and showed that the maximum displacement response of platform under the combination of earthquake and wave loads were more than the maximum displacement response of earthquake load alone. Bonessio et al [6] formulated an analytical model of BRBs (buckling restrained braces) for structural optimization. Potty et al [7] assessed the ultimate strength of steel jacket offshore platform under wave loads and found that X-bracing contributes highest rigidity to the whole platform.…”

Section: Introduction mentioning

confidence: 99%

Inelastic Nonlinear Pushover Analysis of Fixed Jacket-Type Offshore Platform with Different Bracing Systems Considering Soil-Structure Interaction

Ishwarya¹,

Arockiasamy²,

Senthil³

2016

JSOE

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In this study, inelastic nonlinear pushover analysis is performed on a 3-D model of a jacket-type offshore platform for the North Sea conditions. The structure is modelled, analyzed and designed using finite element software SACS (structural analysis computer system). The behavior of jackets with different bracing systems under pushover analysis is examined. Further, by varying the leg batter values of the platform, weight optimization is carried-out. Soil-structure interaction effect is considered in the analyses and the results are compared with the hypothetical fixed-support end condition. Static and dynamic pushover analyses are performed by using wave and seismic loads respectively. From the analyses, it is found that the optimum leg batter varies between 15 to 16 and 2% of weight saving is achieved. Moreover, it has been observed that the type of bracing does not play a major role in the seismic design of jacket platform considering the soil-structure interaction.

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Section: Introduction mentioning

confidence: 99%