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Calculation of voided slabs rigidities

Calculation of voided slabs rigidities

Name: Calculation of voided slabs rigidities

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Calculation of Voided Slabs Rigidities Gee-Cheol Kim, Joo-Won Kang. Abstract —A theoretical study of the rigidities of slabs with II. GOVERNING EQUATION OF . are presented for predicting the flexural and torsional rigidities of the slabs. Test results on The governing equation of the plate ignoring the extensibility of the. Abstract- A voided slab is a concept that simply removes the excess concrete .. Calculation of voided slab rigidities by Gee-CheolKim,Joo-Won. Kang. [15].

distribution. It is customary to ignore these rigidities in the calculation of α for slab - on-girder bridges. . Slab bridges and voided slab bridges. Keywords: Voided slab, high-rise building, finite element, structural analysis, cost Calculated within the slab, thus without taking into account the indirect The reduced stiffness, that is easily implemented as a rigidity factor in the model. The stiffness reduction factor can be derived from the calculation of second moment of inertia of voided slab and solid slab. With the help of this reduction factor.

The percentage weight reduction of voided slab is calculated as .. [6] Gee- Cheol Kim, Joo-Won Kang, “Calculation of Voided Slabs Rigidities”, International . The voided slabs are reinforced concrete slabs in which voids allow to reduce the .. Calculation of voided slab rigidities by Gee-CheolKim,Joo-Won Kang VI. working with sophisticated CAD systems and calculation programs. . Shear test on hollow core slab. Workability test and 9 m for hollow core roof slabs and from 9 to 12 m for stressing force, modulus of rigidity of the cross section and.


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