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- W2393879279 abstract "Based on the pseudo static tests of 9 pieces multi-ribbed composite walls,the failure processes and mechanical behaviors of the walls were studied,and main factors that affect the lateral rigidity and shear resisting capacity were analyzed.The paper equaled the prototype wall to wall made of orthotropic fiber reinforced composite according to the rule that the concrete section area remains the same based on analyses of the constitution and experiments,and formula of lateral rigidity of the wall was advised.Composition of shear resisting capacity was discussed in elastic-plastic stage,and formula for shear capacity was proposed based on theoretical analysis and test results according to rigid frame diagonal strut model,which provide theoretical foundation for the design of the multi-ribbed composite wall structure." @default.
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- W2393879279 date "2009-01-01" @default.
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- W2393879279 title "Lateral rigidity and shear resisting capacity of multi-ribbed composite wall" @default.
- W2393879279 hasPublicationYear "2009" @default.
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