CAJ | 학술논문

采用等价线性化黏-弹性模型研究了不同坝高、不同河谷宽度和不同河岸坡度情况下的面板堆石坝地震响应，进行了三维动力反应计算分析，重点分析了面板堆石坝坝顶点的地震动力加速度反应随河谷形状变化的规律。结果表明：中高坝坝体的最大加速度反应值位于河谷中央的坝顶，且最大加速度反应值随河谷的变窄而变大；高坝坝体的加速度反应规律及加速度最大反应值受河谷形状的影响较小；低坝河谷较宽时，坝体的最大加速度反应值由河谷中央向两岸移动，因此对宽河谷采用二维计算时，既不能给出坝体的最大加速度反应值，也不能给出最大加速度位置，必须采用三维计算。
채용등개선성화점-탄성모형연구료불동패고、불동하곡관도화불동하안파도정황하적면판퇴석패지진향응，진행료삼유동력반응계산분석，중점분석료면판퇴석패패정점적지진동력가속도반응수하곡형상변화적규률。결과표명：중고패패체적최대가속도반응치위우하곡중앙적패정，차최대가속도반응치수하곡적변착이변대；고패패체적가속도반응규률급가속도최대반응치수하곡형상적영향교소；저패하곡교관시，패체적최대가속도반응치유하곡중앙향량안이동，인차대관하곡채용이유계산시，기불능급출패체적최대가속도반응치，야불능급출최대가속도위치，필수채용삼유계산。
In order to find the distribution patterns of dynamic acceleration for dams subjected to earthquake,3D seismic responses of concrete-faced rockfill dams with different heights,different widths of river valley and different bank slopes were analyzed by using equivalent-linear model. The acceleration distribution along the dam axis at the top of the dam was mainly analyzed. The results show that if dam height is about 200 m,the position of the maximum acceleration is on the middle of river valley at the top;if dam height is higher(about 300 m),the position and distribution of the maximum acceleration is generally not affected by the conditions of river valley;To lower dam(100 m)and wider valleys( ﹥ 50 m),the po-sition of the maximum acceleration on the axis of the top moves from the middle valley to the riversides. So if 2-D dynamical computation for wide valleys is used to compute the seismic response. It concludes that the maximum acceleration value and its occurring position cannot be correctly got. So it should take 3-D dynamical computation for concrete-faced rockfill dams.