ハイブリッド型応力法による伝統的木造架構の弾塑性解析 : (その2)実大模型架構の繰返し載荷解析

概要

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In the previous paper, a hybrid stress plane beam-column element with semi-rigid nodes considering finite deformation effect was formulated, and a new effective modeling method called `column-rocking model' to evaluate the restoring force of column rocking, one of the most specific structural characteristics of traditional timber structures, was proposed. In this paper, some numerical tests of traditional timber full-scale model frames under cyclic loading are performed and the availability and the applicability of the present approach are discussed and examined. Through comparison between experimental and analytical result, it might be cleared that application of the present approach enable generally to trace and evaluate deformation behavior of traditional timber frames under cyclic loading.
一般社団法人日本建築学会の論文
2011-03-25