TY -的A2 -维埃拉,Castorina s . AU - Ma,书志盟——贾Hongbiao盟——刘Xiaolang PY - 2022 DA - 2022/12/23 TI -影响Wall-Back倾角惯性载荷分布沿重力式墙:振动台试验的试验研究SP - 8632920六世- 2022 AB -重力式墙支护结构是一种常见的岩土工程。惯性载荷作用于挡土墙本身(水平地震作用)在地震条件下的主要载荷是精心考虑重力式墙的设计。挡土墙的水平地震作用的地震载荷作用下由组合墙体的质量分布和沿墙高的加速度分布。计算的质量分布可以墙墙体的几何形状和密度。相比之下,由于搅拌效果,水平地震加速度沿墙高往往显示了明显的放大与地面加速度。这种分布的加速度放大是重视理解挡土墙的安全设计。Nonvertical挡土墙,如斜,挡土墙坐席,实际工程中经常使用,地震作用下动态响应将不同于垂直的墙壁。本文专注于考试的影响wall-back倾角挡土墙的动态加速度分布沿墙高由于地震的行动。动态响应的垂直、倾斜和下弯的重力挡土墙在不同地震振动台系统进行了测试。地震加速度时程曲线记录下不同的地震波和强度。 The influence of the wall-back inclination angle of retaining walls on the seismic effect was thus analyzed. The tested results showed that the wall-back inclination angle of retaining walls has a significant influence on the seismic dynamic response. The amplification coefficients of peak acceleration of the gravity retaining wall follow the order of the reclined type > the vertical type > the inclined type. Based on the experimental results, the amplification coefficient of peak acceleration was statistically analyzed under the commonly used risk level in engineering seismic design. A formula for the calculation of the horizontal earthquake action distribution coefficient along wall height was proposed involving the effect of the wall-back inclination angle, which might improve the existing calculation method of retaining wall design. The results of this work would guide the earthquake resistance dynamic design of retaining walls. SN - 1687-8086 UR - https://doi.org/10.1155/2022/8632920 DO - 10.1155/2022/8632920 JF - Advances in Civil Engineering PB - Hindawi KW - ER -