抄録
Program LAP3D was developed in order to predict the elasto-plastic responses and collapse behavior of space framed structures by the present authors and their colleagues, using hybrid strees beam-column finite elements based on Timoshenko's beam-column theory which yield no discretizing errors in their elastic and elasto-plastic responses of the element. In this paper, program LAP3D was applied the Japanese traditional wooden structure which consists of columns, nuki, and wooden walls, and it was shown that the past experiment data was simulated with sufficient accuracy.
