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- soil layer seismic response analysis 土层地震反应分析
- A test for three programs of soil layer seismic response analysis by strong earthquake record 强震记录对三个土层地震反应分析程序的检验
- soil layer seismic response 土层地震反应
- Effect of vertical artificial boundary on seismic response of soil layer under traveling wave excitations 土层地震行波反应分析中侧向人工边界的影响
- Simulation of transfer function for seismic response of soil layers 土层地震反应传递函数的模拟
- The seismic response model for the gas-bea... 含气地震响应模式为“低频、强振幅、低阻抗”;
- Seismic response analysis methods for performance based design II. 基于性能设计的建筑振动解析2。
- A random wave-theory analysis method is developed for the random seismic response analysis of layered soil sites under the P-and SV-wave excitations. 提出了P、SV波作用下层状土层地震反应分析的随机波动分析方法。
- Soil dynamic parameters, including dynamic shear modulus ratio and damping ratio, have important effects on the earthquake response of soil layer. 摘要土动力学参数即土的动剪切模量比和阻尼比,对土层地震反应分析结果有重要影响。
- The parameters which influencing the earthquake response of the slope, including the depth, the thickness, the obliquity of soft soil layer are analyzed. 研究表明:软夹层对边坡动力特性影响显著,在边坡设计和边坡稳定性分析中不能忽视;
- In seismic prospecting, random noise is one of main factors affecting the S/N ratio of seismic data, especially for deep layer seismic signals of weak energy and low frequency. 在地震勘探过程中,随机噪音是影响地震资料信噪比的主要因素之一,尤其是对能量弱、频率低的深层地震信号。
- The particle size scope is in 0 ~ 50mm that It can test in the soil layer. 可以测试的土体的颗粒粒径范围为0~50mm。
- D. Su and X. S. Li (2006). “Effect of Shaking Intensity on Seismic Response of Single-pile Foundation in Liquefiable Soil”, Accepted by the GeoShanghai International Conference, June 2006. 苏栋;李相菘(2006).;“可液化土中单桩地震响应的离心机试验研究
- A model used PGA, PGV and PGD for calibrating seismic response spectrum was introduced. 介绍了用地面峰值加速度(PGA)、峰值速度(PGV)和峰值位移(PGD)三个参数标定设计地震反应谱的模型。
- Soil adhesion may be reduced even if water cannot readily permeate the soil layer. 即使水不易进入污垢内层,也能降低污垢的吸附作用。
- The tested results show that the EDDs are effective in attenuating seismic response of the frame model. 试验结果表明,耗能阻尼器支撑能够有效地控制结构的地震反应。
- On the nitrate-N accumulated characteristics in deep soil layer of winter wheat field in Taihang Piedmont. 太行山山前平原冬小麦田深层土体硝态氮累积特征研究
- The tests demonstrate that the effect of SSI on seismic response of the system is quite notable. 试验表明,结构-地基动力相互作用对体系地震反应的影响是很显著的。
- The deposition in an underlying soil layer of colloids, soluble salts, and mineral particles leached out of an overlying soil layer. 淀积作用胶状物,可溶性盐和矿物微粒从上层土壤向下层过滤的沉淀过程
- In the common situation,the seismic response of small scale karst collapse column(KCC) is not obvious. 通常情况下,较小规模陷落柱的地震响应特征不明显。