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Design oriented analysis of imperfect truss structures—part II—approximate analysis - MaRDI portal

Design oriented analysis of imperfect truss structures—part II—approximate analysis (Q3878866)

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Design oriented analysis of imperfect truss structures—part II—approximate analysis
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    Design oriented analysis of imperfect truss structures—part II—approximate analysis (English)
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    1980
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    local and system geometric imperfection influences
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    approximate analysis
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    displacements
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    stresses
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    structural design
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    nonlinear behaviour
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