CAJ | 학술논문

运用有限元软件Ansys，对三层框架结构在爆破震动作用下的动力响应进行了数值模拟，通过位移分析和速度分析验证了结构的爆破震动响应具有方向性，如垂直爆破震动作用下，垂直方向的结构震动响应起着控制作用，在对结构的分析中得出建筑最高层的位移和速度响应都是最大的。
운용유한원연건Ansys，대삼층광가결구재폭파진동작용하적동력향응진행료수치모의，통과위이분석화속도분석험증료결구적폭파진동향응구유방향성，여수직폭파진동작용하，수직방향적결구진동향응기착공제작용，재대결구적분석중득출건축최고층적위이화속도향응도시최대적。
By using Ansys finite element software, this paper made dynamic response numerical simulation to three floor frame structure under the action of blasting vibration, through the displacement analysis and velocity analysis validated the blasting vibration response of structure had direction, such as under vertical blasting vibration, the structure vibration response of vertical direction played a controlling role. The displace- ment and vdocity response gained in structural analysis of building top floor was the biggest.