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- W128126006 abstract "The present study deals with limit analysis of masonry walls with rectangular openings subject to vertical and horizontal loading by means of the genetic algorithm (GA). Herein, an equivalent shear truss model whose structural parameters should be defined by typical failure patterns due to earthquake damages, such as shear diagonal crack opening, local panel rocking, bed joint sliding, full or partial overturning of an entire wall, is introduced to in-plane collapse analysis of a single masonry wall. By means of this truss model the limit analysis can be formulated as a searching problem for a collapse mode with minimum failure load among a set of elementary collapse modes and their combinations. Because this becomes a typical combinatorial optimization problem, the stochastic schemata exploiter (SSE), which is one of the GAs, is applied to the present problem." @default.
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- W128126006 date "2009-05-26" @default.
- W128126006 modified "2023-09-23" @default.
- W128126006 title "Extended Study on Limit Analysis of Masonry Wall with Openings" @default.
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- W128126006 doi "https://doi.org/10.4203/ccp.73.95" @default.
- W128126006 hasPublicationYear "2009" @default.
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