PROBABILITY-BASED PREDICTION OF ROTATIONS OF STRUCTURES DUE TO DIFFERENTIAL SETTLEMENTS

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概要

• 論文の詳細を見る

• Standard deviations of stresses and displacements of differential settlements of a beam have generally been formulated by the author on the basis of wave number domain analyses, using a soil-structure system modelled as an infinite Timoshenko Beam on a Pasternak Model. The author has also proposed a probability-based prediction method for differential settlements of structures. The rotation which is the gradient of a line joining two reference points on the beam has not been formulated, although it is necessary for a probability-based prediction of the gradient of structures. In this paper the standard deviations of rotations of differential settlements of a beam, therefore, are formulated on the basis of wave number domain analyses and calculation diagrams are added to those previously published by the author for practical design.

• 社団法人地盤工学会の論文
• 1994-12-15

著者

• 棚橋 秀光

  Department Of Environmental Design Kyoto Prefectural University

• 棚橋 秀光

  Nikken Sekkei Ltd; Osaka and Chief Research Engineer, Nikken Sekkei Nakase Geotechnical Institute

関連論文

• FORMULAS FOR AN INFINITELY LONG BERNOULLI-EULER BEAM ON THE PASTERNAK MODEL
• DEGREE OF CONSOLIDATION AND REDUCTION COEFFICIENT CONCERNING DIFFERENTIAL CONSOLIDATION SETTLEMENTS
• PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL
• PROBABILITY-BASED PREDICTION OF ROTATIONS OF STRUCTURES DUE TO DIFFERENTIAL SETTLEMENTS
• PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL

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