An analytical solution for wave propagation in a square pile due to transient point load     

《Computers and Geotechnics》2017

This paper presents an analytical solution for wave propagation in a square pile due to transient point load. The differential equation of dynamic equilibrium is established considering propagation of waves in both vertical and transverse directions. The soil resistance is simulated by Voigt model. The three-dimensional analytical solution is deduced by using Fourier transform and the separation of variable method. The arithmetical results of the proposed solution show that the velocity responses along the radial direction at the pile top are highly non-uniform. In addition, Young’s modulus and the pile side length exert undisputable influences on the velocity responses.  相似文献   

ITRF2014框架简介     

傅彦博  朱新慧  孙付平  门葆红  李亚萍  傅博聪  赵俊强 《大地测量与地球动力学》2017,37(5):446-449

介绍了ITRF2014的定义、测站的全球分布、输入数据的基本情况、处理数据的基本策略以及相对于ITRF2008的改进。ITRF2014首次考虑了非潮汐大气载荷模型,提升了参考框架的精度并优化了内部模型。在推出台站坐标、速度、残差、EOPs等常规产品的基础上,ITRF2014提出两个新产品：只基于SLR的地心运动模型和震后形变模型。原有模型的改进与新模型的提出为世界各区域坐标系的更新与精化、地震的预测等作出了新的贡献。  相似文献   

印尼地区地震断层面上的海潮负荷应力特征   总被引：2，自引：1，他引：1       下载免费PDF全文

阎春恒  吴小平  许亚吉  付虹 《地震学报》2010,32(4):412-422

对印尼地区3574次M≥5.0地震震源断层面上的海潮负荷应力进行计算,研究了地震断层上的负荷应力随深度变化以及随断层倾角和走向的变化特征.结果表明,地震断层上的负荷正应力大于负荷切应力.逆断层上的负荷应力最大,其它依次为斜滑断层、正断层和走滑断层.倾角范围在0°—50°的断层上的负荷正应力随倾角增大有减小趋势,负荷切应力在30°—50°倾角范围的断层上较大.负荷应力随断层走向的趋势性变化不明显.不同类型断层上的负荷正应力和切应力在震源深度15km处均达到最大,之后随深度增加而减小.当震源深度小于40km时,断层面上的海潮负荷应力的量级与固体潮应力相当.因此指出,在潮汐应力对地震影响的研究中,对震源深度小于40km的海洋和沿海地震,除固体潮汐应力外还需要考虑海潮负荷应力的影响.  相似文献   

Elasto-plastic long-term behavior of granular soils: Modelling and experimental validation     

C. Karg  S. François  W. Haegeman  G. Degrande 《Soil Dynamics and Earthquake Engineering》2010

Repeated small amplitude dynamic loading of the soil in the vicinity of buildings, as arising from traffic or construction activities, may cause differential foundation settlements and structural damage. In this paper, an accumulation model for settlements due to vibrations at small strain levels in granular non-cohesive soils is proposed. It is assumed that the dynamic part of the stresses is small with respect to the static part. As plastic deformation in the soil is only observed after a considerable amount of dynamic loading cycles, only the accumulation of the average plastic deformation is considered. The model accounts for the dependency of the deformation on the stress state, the void ratio, and the dynamic loading amplitude. The model is calibrated for homogeneous fine grained sands with the aid of cyclic triaxial test results.  相似文献   

山区乡村房屋模型洪水冲击试验研究     

肖诗云  杨留娟  岳斌  葛学礼  朱立新 《地震学刊》2010,(3):235-240

洪水对山区乡村房屋冲击作用的试验研究成果,可为山区乡村房屋的抗洪设计和抗洪能力评价提供依据。试验主要研究到溃口不同距离处的乡村房屋所受的洪水冲击作用。采用3种开洞率模型进行试验,研究洪水在不同距离、不同开洞率的情况下对房屋结构的冲击荷载分布、冲击力大小以及冲击弯矩的影响,得出了荷载分布规律和冲击力、冲击弯矩的变化规律。研究结果表明,迎水面冲击荷载沿水平方向的变化无明显规律,沿竖直方向随着高度的增大而逐渐减小;冲击力随着房屋到溃口距离的增大而增大,而开洞率对其影响不明显;冲击弯矩、冲击作用力随着距离的增大而增大,随着开洞率的增大而减小。  相似文献   

剪跨比和箍筋率对钢筋混凝土框架柱动态特性的影响效应     

王德斌  李宏男 《地震学刊》2010,(3):257-261

基于通用有限元软件ABAQUS,分别在准静态和动态加载条件下,对不同剪跨比和箍筋率的钢筋混凝土柱进行了数值模拟。对比现有试验结果发现,ABAQUS的模拟效果与试验结果吻合较好;加载速率的影响随着剪跨比和箍筋率的增大而降低;钢筋混凝土柱的峰值承载力随着加载速率增大而增大的趋势明显,刚度无明显变化,延性比趋于稳定。因此,在进行地震作用下钢筋混凝土结构的抗震分析时,对加载速率的影响效应要给予足够的考虑。  相似文献   

频率对K_0固结饱和粘土动力特性影响的试验分析     

王建华  赵致艺  赵晨玲 《世界地震工程》2010,(Z1)

通过循环三轴试验,研究了k0固结饱和粘土在0.5 Hz、0.1 Hz与0.01 Hz循环应力作用下,循环强度与土样破坏时最终累积孔压的变化。结果表明,当循环频率从0.1 Hz减少至0.01 Hz时,若循环应力作用下三轴土样发生应力反向,k0固结饱和粘土循环强度大约降低3%左右;若没有应力反向,且当循环破坏次数从10变化至1 000时,循环强度的降低不超过1%,若循环破坏次数大于1 000时,循环频率的改变对循环强度基本没有影响。对于有应力反向情况,循环频率减小将导致最终累积孔压比增加;对于无应力反向情况,循环频率改变对最终累积孔压比的影响并不显著。循环频率对最终累积孔压比的影响与其对循环强度的影响一致。  相似文献   

一种测试动三轴试样泊松比的方法   总被引：1，自引：0，他引：1  

王建华  周扬锐  张群 《世界地震工程》2010,(Z1)

利用非接触式位移传感器研制了一套测量动三轴试样径向变形的装置。针对试样两端透水石对试样径向变形的约束,推导了对实测径向变形的修正关系。利用径向与轴向变形测量装置,就可以依据实测动三轴试样的轴向与径向变形确定其泊松比。通过橡胶、饱和细砂、饱和软粘土试样固结不排水动三轴试验与结果分析,说明利用这里提出的方法可以比较客观地确定动三轴试样的泊松比。这里的研究结果还表明,固结后的饱和三轴土样在不排水条件下受振动应力作用时,当其轴向动应变从10-5增大至10-3时,泊松比的变化基本为一常数,且与固结压力的大小无关,将其取为接近0.5是合理的。  相似文献   

循环荷载下饱和砂孔压发展模型研究     

黄斌  饶锡保  陈志强  谭凡 《世界地震工程》2010,(Z1)

以武汉地铁四号线二期工程中饱和砂为研究对象,通过室内动三轴试验,研究饱和砂在不同干密度、固结比及动剪应力比下的孔隙水压力发展规律。研究表明,武汉饱和砂的孔压增长可以用一个负指数模型进行描述,模型拟合结果与试验数据的一致性好,说明该模型具有一定的实用性。  相似文献   

Column restraint in post‐tensioned self‐centering moment frames     

Chung‐Che Chou  Jun‐Hen Chen 《地震工程与结构动力学》2010,39(7):751-774

Gaps between beam‐to‐column interfaces in a post‐tensioned (PT) self‐centering frame with more than one column are constrained by columns, which causes beam compression force different from the applied PT force. This study proposes an analytical method for evaluating column bending stiffness and beam compression force by modeling column deformation according to gap‐openings at all stories. The predicted compression forces in the beams are validated by a cyclic analysis of a three‐story PT frame and by cyclic tests of a full‐scale, two‐bay by first‐story PT frame, which represents a substructure of the three‐story PT frame. The proposed method shows that compared with the strand tensile force, the beam compression force is increased at the 1st story but is decreased at the 2nd and 3rd stories due to column deformation compatibility. The PT frame tests show that the proposed method reasonably predicts beam compression force and strand force and that the beam compression force is 2 and 60% larger than the strand force with respect to a minor restraint and a pin‐supported boundary condition, respectively, at the tops of the columns. Therefore, the earlier method using a pin‐supported boundary condition at upper story columns represents an upper bound of the effect and is shown to be overly conservative for cases where a structure responds primarily in its first mode. The proposed method allows for more accurate prediction of the column restraint effects for structures that respond in a pre‐determined mode shape which is more typical of low and mid‐rise structures. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献