| 1. | Random response analysis of arch dam subject to seismic excitations
拱坝地震动随机响应分析 |
| 2. | Structural vibration characteristic subjected to multi - seismic excitation
结构多维地震激励振动特性研究 |
| 3. | Under the seismic excitation , so as to monolithic subsidence is easy to occur
在地震动的激励下，结构会发生整体沉降。 |
| 4. | Variation analysis of shaft systems subjected to stationary random seismic excitations
多点非均匀调制演变随机激励下结构地震响应 |
| 5. | Modal combination method for earthquake - resistant design of structures to multiple seismic excitations
结构在多维地震动作用下抗震计算组合方法 |
| 6. | Fast algorithm for stationary stochastic response subjected to multi - component multi - support seismic excitation
多分量多点平稳随机地震响应的快速算法 |
| 7. | ( 2 ) seismic excitations are in essence random , meanwhile the structural parameters are also random
( 2 )桥梁所受到的地震激励是随机的，而且结构参数也具有随机性。 |
| 8. | The suboptimal and optimal h _ controllers were designed based on the research results about h _ attenuation constraints and lmi and regarded seismic excitation as a " noise "
从h _干扰抑制理论出发，把地震激励当作“噪声” ，用lmi方法，设计次优和最优的h _控制器。 |
| 9. | The theory of pile longitudinal vibration investigates dynamic responses of pile under vertical loads . it finds its applications in machinery foundations , pile driving and structures exposed to seismic excitation
桩纵向振动理论是动力机器基础设计、桩基抗震设计、基桩动力检测等工作的理论基础。 |
| 10. | A small scale geogrid reinforced earth experimental model is designed , and its nonlinear seismic behavior under seismic excitation is analysed by seismic finite element analysis method
根据设计的塑料土工格栅加筋土动力特性试验的模型，采用有限元时程分析方法分析了地震作用下模型加筋土的非线性动力行为特性。 |
