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《Journal of Building Structures》 1981-01
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An Analysis and Discussion on the Influence of the Superstructure Rigidity upon the Integral Moment of Box Foundation

Qian Lihang( Chinese Academy of Building Research )Huang Shaorning( Shanghai Geological Department )Fang Shiming( Shanghai Municipal Institute of Civil Architectural Design )Zhang Yaoting( Shanghai Institute of Industrial Architectural Design )  
Based on a number of calculations by computer and measurements of stresses in the reinforcements of box foundations in the field, the influence of the superstructure rigidity on the integral moment of box foundations are analyzed in this paper. The calculation methods of box foundations under frame structures and under shear wall structures are given separately. As to the box foundations under frame structures, a simplified calculation method with consideration of the influence of the superstructure rigidity by equivalent beam method is proposed and it is proved that it is sufficiently accurate. The equivalent beam formula given by G.G.Meyerhof in 1953 is examined and improved. It is recommended to use the improved equivalent beam formula to calculate the rigidity of rigid frame structure.
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