This report proposes a reasoning system for bearing shear wall stresses in the u 且 ti皿ate state by us 正 ng geo皿etrical data of buildings and shear walls at the initial stage of aseismic structura 正 design study . A neural network is used for reasoning , so elasto − plastic stress analysis is carried out for se 且 ected sbear wall arrangements , then the ana 且 ytica 且 results are used as the training data . The reasoning results of the bearing shear wall stresses in arbitrary shear wall

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... ts are compared with elasto − plastic analytical results , and show satisfactory agreements 。