CAJ | 학술논문

采用非线性有限元法对某沥青混凝土心墙坝进行地震反应分析,以正常蓄水条件下的总静力场作为动力分析的初始应力场,利用大型有限元软件ADINA计算出坝体的绝对加速度反应、相对位移反应、动应力反应、动剪应力反应.计算结果表明:该坝的设计基本合理,具有良好的抗震性能.
채용비선성유한원법대모력청혼응토심장패진행지진반응분석,이정상축수조건하적총정력장작위동력분석적초시응력장,이용대형유한원연건ADINA계산출패체적절대가속도반응、상대위이반응、동응력반응、동전응력반응.계산결과표명:해패적설계기본합리,구유량호적항진성능.
This paper adopted non-linear element method to analyse a earthquake reponse of one asphalt concrete core dam. Based on total static field in nomal sluice level as initia stress field of dynamic analysis, the paper used a large finite elemene software ADINA to calculate the absolute acceleration reaction, relative displacement reaction and dynamic stress reaction and dynamic shearing stress reaction.Computing results indicated that the design of this dam was basic reasonable and had favorable earthquake-proof behaviour.