a great number of landslides induced by 「5.12」 wenchuan earthquake show that the failure of cataclinal rock slopes induced by earthquake forces account for the maximal percentage.
「5.12」汶川大地震诱发的大量滑坡显示,顺层巖质边坡在地震力作用下发生失稳所占的比例最大。
in order to prove the results of the test, a finite element model was put forward, which showed that the strut-tie mechanism of the transferring joints under earthquake forces is effective.
为了与试验结果相互验证,建立有限元模型,进一步对比分析证明了转换节点在地震力下的受力特性符合节点斜压桿机理。
all elements in the regression analysis that affect the calculation of earthquake forces against a bridge pier are discussed.
在「回归法」计算中,分析了恒载及活载、桥墩、基础和基础土对墩底地震力影响,并进行了修正。