摘要
应用有限元软件ANSYS建立二层网格墙体承重结构模型,分析在天津波和EL Center波地震加速度作用下结构的顶点位移和层间位移角,并借鉴现有规范计算结构在地震作用下的受剪承载力,得出承载力计算公式。
Two- layer grid load- bearing wall structure model was built by using finite element software of ANSYS. The displacement and displacement angle were analyzed under the action of Tianjin wave and EL Center wave accelerated by seismic wave. Basing on the current norms of seismic roles in the structure of sheafing strength, the beating capacity formula was achieved.
出处
《低温建筑技术》
2008年第2期110-111,共2页
Low Temperature Architecture Technology
