1) seismic soil pressure
地震动土压
1.
The mechanism of the seismic soil pressure acting on the structure,the effects of the input directions of the sinusoidal and random waves,the embedded depth of the subway structure and the shear modulus ratio between the structure and the surrounding ground were investiga.
对于作用于地下结构的地震动土压的发生原理、地震波输入方向、结构的埋设深度、地基与结构间的刚性比对地震动土压的影响及在地基-结构系统的非线性响应下结构周围地基终局状态时的地震动土压进行了研究。
2) seismic active earth pressure
地震主动土压力
3) earthquake dynamic earth pressure
地震土动压力
4) seismic passive resistance
地震被动土压力
5) seismic earth pressure
地震土压力
1.
Based on the Raffnsson,Wu and Prakash s framework and the theory on seismic earth pressure of cohesive backfill,a model was established to compute the cumulative displacement.
目的考虑填土黏聚性对刚性挡土结构地震土压力的影响,发展便于工程设计使用的地震永久位移的计算方法。
2.
On the basis Assumption of Mononobe-Okabe theory,the theoretical formula of the unit seismic earth pressure,the resultant seismic earth pressure and the point of action of resultant seismic earth pressure for the case of uniform distribution and linear distribution of seismic acceleration along the height of wall are obtained.
采用Mononobe-Okabe理论的基本假设,给出了地震加速度沿墙高均匀分布和线性分布两种情况下的地震土压力强度、地震土压力合力和地震土压力合力作用点的理论公式,并研究了有关因素对地震土压力及其分布的影响。
3.
Based on the Raffnsson,Wu and Prakash\'s framework and the theory on seismic earth pressure of cohesive backfill,a model was established to compute the cumulative displacement.
地震往往导致重力式挡土墙的永久性位移,为了分析地震动以及墙土体系本身属性对位移的影响,基于Raffnsson、Wu和Prakash方法的基本思路,引入考虑填土粘聚力的地震土压力解析解,建立了累积位移的计算模型。
6) seismic soil pressure of cohesion backfill
粘性土地震土压力
补充资料：冲击波超压与动压