边坡地震稳定性分析探讨

传统的拟静力法和安全系数时程分析法在评价边坡地震稳定性时存在一定的局限性。在提出准确的评价边坡地震稳定性必需因素的基础上,建议对边坡地震稳定性分析方法重新进行分类。根据动力分析得到的边坡在地震作用下的破坏机制和破裂面的性质和位置,提出基于拉-剪破坏的动力时程分析法和强度折减动力分析法。第一种方法将FLAC计算得到破坏时刻的动应力施加到静力情况下边坡上,采用动力分析得到的拉-剪破裂面,结合极限平衡法求解边坡地震安全系数,是一种改进的动力有限元时程分析法;第二种方法考虑了拉-剪破坏的FLAC强度折减动力分析法,是完全动力的方法。最后通过算例分析验证了新方法的可行性,为边坡地震安全系数计算提供了一种新的思路。     

深水中大跨径斜拉桥地震响应分析

本文以某斜拉桥为例,采用基于Morison方程的附加动水质量方法研究了动水压力对深水中大跨径斜拉桥地震响应的影响,并对中国、日本和欧洲规范中动水惯性系数的取值进行了对比研究。结果表明,在深水条件下应当考虑动水压力作用对结构地震响应的影响。对比日本和欧洲规范,我国规范中动水惯性系数取值偏低,动水压力的影响偏小。     

Residual curvature migration velocity analysis for angle domain common imaging gathers

Pre-stack depth migration velocity analysis is one of the keys to influencing the imaging quality of pre-stack migration. In this paper we cover a residual curvature velocity analysis method on angle-domain common image gathers (ADCIGs) which can depict the relationship between incident angle and migration depth at imaging points and update the migration velocity. Differing from offset-domain common image gathers (ODCIGs), ADCIGs are not disturbed by the multi-path problem which contributes to imaging artifacts, thus influencing the velocity analysis. On the basis of horizontal layers, we derive the residual depth equation and also propose a velocity analysis workflow for velocity scanning. The tests to synthetic and field data prove the velocity analysis methods adopted in this paper are robust and valid.     

考虑土-结构相互作用的振动台实时子结构试验仿真分析

本文基于状态空间方程进行了实时子结构试验的初步探索,提出了一种新的实时子结构试验方法。通过simulink仿真发现,这种方法能很好地再现整体分析的结构反应。最后,对考虑土-结构相互作用的振动台实时子结构试验进行了仿真分析。     

Characteristics of horizontal ground motion measures along principal directions

<正>Ground motion records are often used to develop ground motion prediction equations(GMPEs) for a randomly oriented horizontal component,and to assess the principal directions of ground motions based on the Arias intensity tensor or the orientation of the major response axis.The former is needed for seismic hazard assessment,whereas the latter can be important for assessing structural responses under multi-directional excitations.However,a comprehensive investigation of the pseudo-spectral acceleration(PSA) and of GMPEs conditioned on different axes is currently lacking.This study investigates the principal directions of strong ground motions and their relation to the orientation of the major response axis, statistics of the PSA along the principal directions on the horizontal plane,and correlation of the PSA along the principal directions on the horizontal plane.For these,three sets of strong ground motion records,including intraplate California earthquakes,inslab Mexican earthquakes,and interface Mexican earthquakes,are used.The results indicate that one of the principal directions could be considered as quasi-vertical.By focusing on seismic excitations on the horizontal plane,the statistics of the angles between the major response axis and the major principal axis are obtained;GMPEs along the principal axes are provided and compared with those obtained for a randomly oriented horizontal component;and statistical analysis of residuals associated with GMPEs along the principal directions is carried out.     

Seismicity pattern of the Betic Cordillera(southern Spain) derived from the fractal properties of earthquakes and faults

Several studies on earthquake occurrence and associated faulting have demonstrated that both phenomena have a scale-invariant behavior which can be analyzed by means of a set of non-integer dimensions(Dq) describing their fractal properties and the calculation of multi-fractal spectra.It is the case that the behavior of these spectra is asymptotic at the ends of the variation interval of q,which is a real number that enters into the definition of the partition function of the dataset.The difference between the extreme values,called multi-fractal spectrum slope,is used to investigate the heterogeneity of the spatial distribution of earthquakes and fault systems.In this paper we focus on the Betic Cordillera,southeastern Spain,which is commonly considered the contact between the Eurasian and African plates and has an important seismic activity in the context of the Iberian Peninsula.Some of the most conspicuous Iberian earthquakes,such as the 1829 mb6.3 Torrevieja and the 1884 mb6.1 Alhama de Granada earthquakes occurred in this mountain range and both reached intensity X.The present work implies a new analysis based on the slope of multi-fractal spectra and referred to the historical seismicity of the region,specifically b-value(frequency distribution of earthquakes respect to magnitude),epicentral location,seismic energy and faulting.On this basis we propose a seismotectonic zonation that is contrasted with the stress state and the geodynamical evolution of the Betic Cordillera.     

Blasius方程中临界值的分析估计

证明了流体力学边界层理论中著名的Blasius方程的一个新性质,它在二维平板流的研究中具有重要的作用,由此建立它的积分形式,并给出方程中的临界值βc的分析估计。     

塔里木盆地巴麦地区石炭系低速异常碳酸盐岩的解释

巴麦地区即塔西南巴楚隆起-麦盖提斜坡,具有台地边缘-斜坡的古构造和古地理背景,这种台地边缘和典型的浅滩沉积暗示了该区具有发育生物礁的环境特征。区内先巴扎（XBZ）600 km²三维地震探区石炭系发育了巴楚组（C₁b）生屑灰岩及标准灰岩、小海子组（C₂x）3套灰岩,其中小海子组发现特殊响应碳酸盐岩,主要表现为厚度增大、频率增高、多出一条波峰同相轴的地震响应特征。通过差异厚度法、底面拉平法、地震属性法、正反演模型法,结合野外露头、岩心、镜下观察、录井、沉积相等综合分析,可初步推测该低速异常体为厚度增加、孔隙度增大的近东西向台地边缘障壁礁所致。礁体东西走向延伸超过25 km,礁核区小海子组灰岩最厚62 m,礁外的小海子组50 m。台缘斜坡南倾,坡度陡,水平宽度1~2 km。礁后生屑滩北倾,坡度缓,水平宽度3~6 km。受色力布亚断裂带遮挡,该生物礁储层可以形成有利圈闭,面积约为42 km²,厚约45 m。     

地震作用下黄土边坡动力响应数值分析

利用FLAC3D软件对某三级黄土边坡进行了动力反应分析。首先分析了静力作用下该黄土边坡剪应变增量和坡面、坡内、坡顶不同监测点的位移;在此基础上进行动力分析,得出黄土边坡地震动力响应规律。研究结果表明,静力作用下坡面上水平向位移明显大于垂直向位移,水平向位移从坡底向上逐渐减小;坡面处位移较大,位移在每级坡坡脚稍向上一定范围内达到最大值;地震作用下黄土边坡剪应变增量由坡脚稍向上部位开始向周围扩展,范围明显增大,且随地震持时的增加剪应变增量增幅较大;塑性区变化显示该黄土边坡坡顶以拉破坏为主,坡脚稍向上开始以剪破坏为主并伴有拉破坏。黄土边坡对地震波具有临空面放大效应,地震波在坡体内传播过程中还具有滞后效应     

基于改进的灰关联分析和层次分析法的边坡稳定性研究

边坡的稳定性受到多种因素的共同影响,合理评价和预测其稳定性是边坡研究中亟需解决的课题。提出了基于改进的灰关联分析和3标度的层次分析法（AHP）相结合的边坡稳定性分析的综合方法。由改进的灰关联分析理论,得到边坡稳定性等级的关联度,根据最大关联度准则判断待测边坡的稳定性等级。该方法克服了传统灰关联分析中没有考虑稳定性评价标准中的区间形式的缺点,并利用3标度的层次分析法,对影响边坡稳定的各指标的权重进行了讨论,从而提高了灰关联分析的精度。实例分析表明,该方法能准确反映边坡稳定性状况,证明了方法是合理、有效的