柱脚モーメントが柱軸力とPC鋼棒の初期張力によって負担されるモーメント

柱脚モーメントが柱軸力とPC鋼棒の初期張力によって負担されるモーメントより大きくなると．柱梁は離間する（この耐力を離間モーメント脇とする）．離間後は柱の片側フランジ底面を中心に，柱は基礎梁フラ ンジ上で回転を始める．このときの剛性（離間後剛性K’1，K1）は，ダンパーがな い場合にはPC鋼棒の弾性軸剛性，ダンパーがある場合にはPC鋼棒とダンパーの弾 性軸剛性に依存する．

Results (English) 1:

And larger than the moment shall be borne by the early strength of PC steel bar and axial force moment of column bases. (This strength to rotative moment aside) the beam to be spaced. Alienation after the side flange bottom of the column, mainly pillar Foundation beam Hula flange rotating to start on. Rigidity of this (alienation after the stiffness K ' 1, K1), damper is not if if there are axial stiffness of PC steel bar, damper on axial stiffness of PC steel bar and damper.

Results (English) 2:

Column base moment is larger than the moment, which is borne by the initial tension of the pillar axis force and PC steel bar. Beam-column is separated (this strength I and spaced moment aside). After separated from the center of one side flange bottom of the pillar, the pillar starts to rotate on the basis beam flange. Rigidity (apart after rigidity K'1, K1) at this time is dependent on the elastic axis rigidity of PC steel bar and damper in the case of when the damper is not name elastic shaft rigidity of PC steel bar, there is a damper .

Results (English) 3:

Column axial force and moment is borne by the initial tension of steel bar by PC moment increases with the beam and column to separate the cylinder begins to turn on when this orange Plush foundation beam rigidity on the bottom surface of the flange ， column to separate (after this aside from the moment (strength and stiffness K after 1 ， K 1) ， axial elastic damper ， if there's PC if there is a damper steel bar and steel bar PC depends on the axial stiffness of the damper.