Analysis on the Analogue Slab Methods for Hollow Floor

Chuan Teng Huang; Zhi Jun Wang; Yu Jiang Zhang

doi:10.4028/www.scientific.net/AMR.838-841.545

Paper Titles

Flexural Behavior of Hybrid Double-Skin-Tubular Beams
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Experimental Study on the Ductility of SIFCON Blocks
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Influence of Concrete-Filling Inner Steel Tube on Compressive Behavior of Double-Skin Tubular Columns
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Finite Element Analysis of Beam-Column Connection with Cantilever Beam Splicing
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Analysis on the Analogue Slab Methods for Hollow Floor
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Analysis for Floor Slabs of Wall-Slab System
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Sliding Mode Control on Vibration System with Time-Delay
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Experimental Study on Seismic Behavior of High Strength Steel Composite K-Type Eccentrically Braced Frames
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Effect of the Expansion Agent on Early-Age Autogenous Shrinkage Stress of Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Analysis on the Analogue Slab Methods for Hollow...

Analysis on the Analogue Slab Methods for Hollow Floor

Abstract:

This paper presents the results of numerical analysis of hollow floor supported by the column under vertical load and horizontal load. The validity of three different analogue methods were examined and compared. The macroscopic elastic constitutive method (MEC) gave satisfactory predictions but involves an elaborate procedure for determining the equivalent elastic material parameters. The equivalent thickness approach (ETA) gave moderately higher values for the section moment than the exact values. An alternative simplified approximate method based on the effective elastic modulus (EEM) is recommended by the specification. Numerical calculation for section moments by the proposed method were on the safe side and close to exact results. The proposed method could also be appropriate for the column supported structure and the horizontal load.