The pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation 受各种条件限制,挡土墙的抗震验算,仍普遍采用拟静力法(以下简称静力法) 。
The earthquake force was ignored during designing midget pump station , while the pseudo - static method just gave approximate calculation to the large and medium pump station ever 在以往的泵站设计中,对于小型泵站,一般不考虑地震力;对于大中型泵站,即使考虑地震载荷大多都运用拟静力法,进行大致的近似计算。
Evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of manla rockfill dam under earthquake condition , give design scheme of the manla dam according to the analysis result 通过拟静力法和动力有限元法得到的计算成果进行的对比分析,对满拉堆石坝在地震作用下的安全性进行了综合评价,根据分析结果对工程设计提出措施。
Utilizing finite element method , found the safety factor of the dam slope . evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of hada mountain embankment dam under earthquake condition 对拟静力法和有限元法得到的计算成果进行了对比分析,对哈达山土坝在地震作用下的安全性进行了综合评价,根据分析结果对工程设计提出了一些建议。
The thesis mostly work is mathematical analysis , give some basic information of the research object - hada mountain embankment dam , determinate the research task and the analyses condition . utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give a primary conclusion . utilizing static finite element method based on duncan - chang hyperbola model , found the static stress field , make the foundation for dynamical finite element analyses 采用等效线性模型,用计算土石坝地震反应的动力有限元程序,对哈达山土坝进行了动力有限元分析,得到了坝体的动应力场分布、加速度场分布,为动力有限元法计算坝体稳定打下基础。
Utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give , a primary conclusion . . utilizing static finite element method based on duncan - chang hyperhola modelfound the static stress riele , make the foundation for hynamical finite element analysis . utilizing dynamical finite element method based on equipollence linearity model , found the dynamical stress field and the acceleration field , make the foundation for calculated the safety factor of the dam slop with finite element method 运用拟静力法的基本原理,对满拉堆石坝的坝坡稳定进行了分析研究,得出了初步结论;采用duncan - chang双曲线模型,用计算土石坝应力及变形的静力有限元程序,对满拉堆石坝进行了静力有限元分析,得到了坝体的静应力场分布,为动力有限元计算打下基础。