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- W3191869995 abstract "Large changes in formwork calculation are seen in Code for Construction of Concrete Structure GB20666-2011. Internal force deviations of formwork under the horizontal loads by simplified torque balance method and finite element method are analyzed. It puts forward that the stability bearing capacity of formwork is affected by horizontal displacement and the pole internal forces caused by the horizontal loads. Construction load, additional horizontal load and wind load should be combined reasonably. Slenderness ratio should not be limited besides the whole stable bearing capacity calculation of steel tubular scaffolding. Deformation limits of formwork should be coordinated with deviation acceptance of structure construction." @default.
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- W3191869995 date "2015-01-01" @default.
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- W3191869995 title "Several Problems about Formwork Calculation" @default.
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