大気下における接合部を持つ集成材はりのクリープ変形挙動の計算

概要

論文の詳細を見る
In the structural design of the deformation on the timber floor and beam under vertical loads, the special considerations are required compared with reinforced concrete and steel structures. The requirements come from joint deformation and creep behavior. In this paper, creep behavior of glulam beams with joint are discussed experimentally focusing on tracing the behavior from unit beam and unit joint experimental result. First, equations to evaluate creep behavior of the beam with joint are derived from equilibrium of stress and strain at the cross-section. And then the values calculated from equations and test results are compared. Based on this procedure, derived equations are proved to trace the creep behavior of the beam with joint from unit experiment.
一般社団法人日本建築学会の論文
2007-03-20