Investigating Vertical Load Distribution and Shoring Systems of Reinforced Concrete Buildings during Construction

Shu Ping Cong; Jin Sheng Han; Shu Ting Liang

doi:10.4028/www.scientific.net/AMR.163-167.1369

Paper Titles

Ansys Analysis of Post-Tensioned Unbonded Prestressed Concrete Board with Open-Hole
p.1349

Mechanical Behavior Analysis of the Unbonded Prestressed Concrete Slabs with Openings Strengthened by Different Methods
p.1354

Numerical Simulation for Failure Modes of Reinforced Concrete Beams under Blast Loading
p.1359

Analysis on Shearing Deformation of Sectional Joints Affecting Deflection of Cantilever Constructed Box Girder
p.1364

Investigating Vertical Load Distribution and Shoring Systems of Reinforced Concrete Buildings during Construction
p.1369

Effect of Specimen Shape and Size on Compressive Strength of Concrete
p.1375

Research on Complex Shear Wall Bending Design
p.1380

Beam-Shell Compound Finite Strip for the Elastic Stability Analysis of Multi-Trough Rectangle Aquedcut
p.1385

Models of Aqueducts with Different Height-Width Ratio on Rigid Buttress
p.1391

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Investigating Vertical Load Distribution and...

Investigating Vertical Load Distribution and Shoring Systems of Reinforced Concrete Buildings during Construction

Abstract:

The loads of reinforced concrete buildings are bore by shores and early age concrete members during construction. In order to analysis the distribution of vertical load between concrete members and shores, the approximate method was developed based on the finite element method and simplified method. According to the process of construction, seven primary structures were brought forward in the approximate method. The coefficients of vertical load distribution between concrete members and shores are confirmed through the finite element method. The loads of concrete members and shores could be obtained conveniently through the distribution coefficients. Three shoring systems (2S, 2S1R and 3S) could be calculated by the approximate method, so the suitable shoring systems for reinforced concrete buildings would be confirmed.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1369-1374

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1369

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Online since:

December 2010

Authors:

Shu Ping Cong, Jin Sheng Han, Shu Ting Liang

Keywords:

Construction, Primary Structure, Reinforced-Concrete Building, Shoring System, Vertical Load Distribution

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References

[1] EI-shahhat A M, Rosowky D V and Chen W F. ACI Structural Journal. Vol. 91 (1994), p.475.

Google Scholar

[2] Neilson k. Load on reinforced concrete floor slabs and their deformations during construction. Bulletin No. 15 Final Report, Swedish Cement and Concrete Research Institute, Royal Institute of Technology, Stockholm, (1952).

Google Scholar

[3] Grundy P. and Kabaila A. ACI Journal. Vol. 60 (1963), p.1729.

Google Scholar

[4] Xila Liu, Wai-Fah Chen and M.D. Bowman. ASCE, Journal of Structural Engineering. Vol. 111 (1985), p.1019.

Google Scholar

[5] De Almeida Prado, Jose Fernao Miranda. The Structural Design of Tall and Special Buildings. Vol. 12 (2003), p.293.

Google Scholar

[6] Tingsheng zhao, Dongping Fang, Xianglin Gu and Yu Zhang. Engineering mechanics. Vol. 21 (2004), p.62 (In Chinese).

Google Scholar

[7] Dongping fang, Haifeng Xi, Xiaoming Wang and Chuanmin Zhang. TsingHua Science and Technology. Vol. 14 (2009), p.756.

Google Scholar

[8] CEB-FIP Model Code 90. CEB. Lausanne, Switzerland. (1990).

Google Scholar