Intensity Distribution of the Mojiang MS5.9 Earthquake in Yunnan in 2018

The distribution of the intensity of the Mojiang M_S5.9 earthquake in Yunnan Province is expounded, and the damage characteristics of buildings and the damage ratio and seismic damage index of various building structures in each intensity area are compared with those of The Chinese Seismic Intensity Scale. The main basis and method of seismic intensity assessment are discussed in this paper. It is concluded that: ① The seismic intensity should be based on the earthquake damage of the housing structure, which takes up a high ratio in the seismic intensity assessment. It is recommended that seismic intensity is estimated by calculating the average seismic damage index. ② The highest intensity of the Mojiang M_S5.9 earthquake is Ⅷ degrees, with the long axis trending in the north-west direction. The area above Ⅶ degrees is 5,180 km~2. ③ The intensity distribution of the Mojiang M_S5.9 earthquake meets the national standard and the distribution law of seismic intensity in Yunnan.     

体应变地震波最大振幅与地震震级和震中距的统计关系探讨

Based on the body strain record of Tiantanghe station from 2008 to 2014,we make a statistical analysis of the relationship between the maximum amplitude of the body strain record and the surface-wave magnitude,epicenter distance of the earthquakes,which occurred in the Chinese mainland and its surrounding areas with MS≥6. 0 and the rest of the world with MS≥7. 0. According to statistical results,we propose a statistical formula between the surface-wave magnitude of earthquake and the maximum amplitude of the body strain record,the epicenter distance: M_S~*= 0. 37 ln A_max+ 0. 57 ln D + 0. 07. We can also derive a theoretical estimation formula for the maximum amplitude: A_max=e~(2. 7(M_S~*-0. 07))D~(-1. 54). This demonstrates that the maximum amplitude of the body strain record increases exponentially with the increase of the surface-wave magnitude, and decreases with the increase of the epicenter distance,and shows a negative correlation with their product. We further discuss the necessity of adding instruments with high frequency sampling to earthquake monitoring, and dicuss the prospects for precise earthquake prediction in future.     

Main Factors Affecting the Distribution of the Macroscopic Destruction Field of Earthquake

It is proposed that some possible macroseismic epicenters can be determined quickly from the relationship that the microseismic epicenters located by instruments bear with faults.Based on these so-called macroseismic epicenters,we can make fast seismic hazard estimation after a shock by use of the empirical distribution model of seismic intensity.In comparison with the method that uses the microseismic epicenters directly,this approach can increase the preccision of fast seismic hazard estimation.Statistical analysis of 133 main earthquakes in China was made.The result shows that the deviation distance between the microseismic epicenter and macroseismic epicenter falls within the range of 35km for 88% earthquakes of the total and within the range of 35to 75km for the remaining ones.Then,we can take the area that has the microseismic epicenter as its center and is 35km in radius as the area for emphatic analysis,and take the area within 75km around the microseismic epicenter as the area for general analysis.The relation between the 66 earthquake cases on the N-S Seismic Belt in China and the spatial distribution characteristics of faults and the results of focal mechanism solution were analyzed in detail.We know from the analysis that the error of instrumental epicenter determination is not the only factor that gives effects to the deviation of the macroseismic epicenter.In addiditon to it,the fault size,fault distribution,fault activity,fault intersection types,earthquake magnitude,etc,are also main affecting factors.By sorting out ,processing and analyzing these affecting factors,the principle and procedures for quickly determining the possible position of the macroseismic epicenter were set up.Taking these as a basis and establishing a nationwide database of faults that contains relevant factors,it is possible to apply this method in practical fast estimation of seismic hazard.     

Numerical investigation of the seismic response of a UHV composite bypass switch retrofitted with wire rope isolators

An ultra-high voltage(UHV)composite bypass switch(BPS)faces increasing seismic challenges when UHV projects extend to high seismic intensity areas.The UHV composite BPS still generates excessive stress at the bottom section although hollow composite insulators with high flexural strength are adopted.Since the standard retrofitting strategy by using stiffer supports cannot reduce stress responses,wire rope isolation is introduced.The optimal design of isolation considers both stress and displacement responses since the slenderness and composite material of insulators contribute to significant displacement.The results show that properly designed isolation can significantly reduce stress without excessive displacement responses.A larger radius configuration helps to improve the applicability of small stiffness isolators under high winds.When the isolation still cannot satisfy the requirement,smaller stiffness isolators with a larger radius,or isolators with increased loops and smaller radius,can be introduced to gain better energy dissipation capacity and effectiveness in response mitigation.Accordingly,a three-step design procedure is proposed to increase the damping force but fix the rotational stiffness of isolation.Hence,the application of wire rope isolation can be extended to UHV composite BPS with a low natural frequency,but conductors with enough redundancy should be used.     

Self-centering seismic retrofit scheme for reinforced concrete frame structures: SDOF system study

This paper presents the results of a parametric study of self-centering seismic retrofit schemes for reinforced concrete (RC) frame buildings. The self-centering retrofit system features flag-shaped hysteresis and minimal residual deformation. For comparison purpose,an alternate seismic retrofit scheme that uses a bilinear-hysteresis retrofit system such as buckling-restrained braces (BRB) is also considered in this paper. The parametric study was carried out in a single-degree-of-freedom (SDOF) system framework since a multi-story building structure may be idealized as an equivalent SDOF system and investigation of the performance of this equivalent SDOF system can provide insight into the seismic response of the multi-story building. A peak-oriented hysteresis model which can consider the strength and stiffness degradation is used to describe the hysteretic behavior of RC structures. The parametric study involves two key parameters -the strength ratio and elastic stiffness ratio between the seismic retrofit system and the original RC frame. An ensemble of 172 earthquake ground motion records scaled to the design basis earthquake in California with a probability of exceedance of 10% in 50 years was constructed for the simulation-based parametric study. The effectiveness of the two seismic retrofit schemes considered in this study is evaluated in terms of peak displacement ratio,peak acceleration ratio,energy dissipation demand ratio and residual displacement ratio between the SDOF systems with and without retrofit. It is found from this parametric study that RC structures retrofitted with the self-centering retrofit scheme (SCRS) can achieve a seismic performance level comparable to the bilinear-hysteresis retrofit scheme (BHRS) in terms of peak displacement and energy dissipation demand ratio while having negligible residual displacement after earthquake.     

Variation of Seismic Frequency in the Yunnan Region After the Indonesia Earthquake With Ms8.7

The seismic frequency increased significantly in the Yunnan region after the Indonesia earthquake with M_S8.7 on December 26, 2004. This was estimated by analyzing the seismic frequency ratio between the influenced and normal times, the spatial distribution characteristics of the increased seismic frequency, the temporal-spatial distribution and types of seismic swarms. Seismic frequency increased at 71.3% of the statistical sites in the Yunnan area. The maximal increase ratio is 18.2.     

The analysis and application of simplified two-parameter moveout equation for C-waves in VTI anisotropy media

Several parameters are needed to describe the converted-wave （C-wave） moveout in processing multi-component seismic data, because of asymmetric raypaths and anisotropy. As the number of parameters increases, the converted wave data processing and analysis becomes more complex. This paper develops a new moveout equation with two parameters for C-waves in vertical transverse isotropy （VTI） media. The two parameters are the C-wave stacking velocity （Vc2） and the squared velocity ratio （7v,i） between the horizontal P-wave velocity and C-wave stacking velocity. The new equation has fewer parameters, but retains the same applicability as previous ones. The applicability of the new equation and the accuracy of the parameter estimation are checked using model and real data. The form of the new equation is the same as that for layered isotropic media. The new equation can simplify the procedure for C-wave processing and parameter estimation in VTI media, and can be applied to real C-wave processing and interpretation. Accurate Vc2 and Yvti can be deduced from C-wave data alone using the double-scanning method, and the velocity ratio model is suitable for event matching between P- and C-wave data.     

Comparison of Computational Methods for Instrumental Intensities Using the MS7.0 Jiuzhaigou Earthquake Data

After the occurrence of an earthquake, strong motion observation networks can record ground motion at distributed observation stations. Based on the ground motion parameters from these records, the spatial distribution of seismic intensity can be quickly determined, and the degree of damage in different areas can be estimated. This information provides the technical basis for the emergency response, so as to ensure that rescue teams can reach extreme earthquake areas and carry out the search and rescue operation in an accurate and timely manner to reduce casualties and property loss. In this paper, we introduced 7 intensity algorithms and compared the results with the records of the Jiuzhaigou M_S7.0 earthquake. We found that the differences between the instrumental intensities calculated by each method and the macro intensities were within a 1-degree range, which suggested good practicality of these different methods. The results calculated by the industrial standards-based calculation method and the integrated test showed good consistency.     

利用核磁共振测井资料构造储层毛管压力曲线的新方法及其应用

By analyzing hundreds of capillary pressure curves, the controlling factors of shape and type of capillary pressure curves are found and a novel method is presented to construct capillary pressure curves by using reservoir permeability and a synthesized index. The accuracy of this new method is verified by mercury-injection experiments. Considering the limited quantity of capillary pressure data, a new method is developed to extract the Swanson parameter from the NMR T2 distribution and estimate reservoir permeability. Integrating with NMR total porosity, reservoir capillary pressure curves can be constructed to evaluate reservoir pore structure in the intervals with NMR log data. An in-situ example of evaluating reservoir pore structure using the capillary pressure curves by this new method is presented. The result shows that it accurately detects the change in reservoir pore structure as a function of depth.     

Three-dimensional characteristics of focal fault of 1995 M S=6.5 Wuding earthquake occurring in Yunnan Province

By means of the hypocenter distribution and focal mechanism of Wuding MS=6.5 earthquake sequence occurred in 1995, the space orientation and activity characteristics of focal fault of Wuding earthquake have been studied from the three-dimensional space-time process. The results indicate that the focal fault of Wuding earthquake is a subsurface, NWW-trending, upright and right-lateral strike slip fault which is consistent with the intensity distribution in the meizoseismal region. Although the large-scale NS-trending Tanglang-Yimen active fault passes through the earthquake region, it is irrelevant to the MS=6.5 Wuding main earthquake. Since the relationship between the strong earthquake and the shallow geological active fault can not be determined, the crustal deep structure should be studied. The method proposed in the paper can be used to distinguish the focal fault in the deep crust.     

岩石孔喉结构特征对核磁T_2谱影响的数值模拟(英文)

本文建立了能够考虑孔喉特征的储层岩石三维非规整网络模型,用数值模拟方法进一步研究饱含水岩样的核磁T_2谱特征。通过模拟储层岩石孔喉核磁共振T_2谱的特征,表明核磁共振T_2谱同岩心孔喉半径分布具有很好的相似性,对T_2谱中孔隙体、喉道信号的分解可以评价储层岩石孔隙体、喉道的半径大小及分布情况。分别模拟喉道半径、孔喉比以及孔隙连通性等孔隙结构特征对T_2谱的影响,发现:1.随着喉道半径的增大,T_2谱峰值向右移动,而且峰值处的驰豫信号强度增大;2.随着孔喉比的增大,T_2谱峰值向右移动,峰值处的驰豫信号强度增大,而且孔隙体T_2谱和喉道T_2谱逐渐分开;3.随着连通性的增大,曲线左端上升,短驰豫时间信号所占比列增大,右边的峰值有所降低。     

基于核磁共振测井的低渗透砂岩孔隙结构定量评价方法——以东营凹陷南斜坡沙四段为例

低渗透砂岩油气藏已成为油气增储生产的重要勘探开发目标,但孔隙结构复杂使得储层及其有效性难以准确识别.笔者利用物性、压汞、核磁等资料,对东营凹陷南坡沙四段(Es4)低渗透砂岩孔隙结构进行分析,划分出了3种类型.核磁T2谱与毛管压力曲线都在一定程度上反映孔喉分布,但常规方法利用T2谱重构伪毛管压力曲线所得到的孔隙半径与压汞孔喉半径有较大误差,而岩石孔隙自由流体T2与压汞孔喉分布对应关系更好,以此建立了不同孔隙结构类型二者之间不同孔喉尺度对应的关系式(大尺度:线性;小尺度:分段幂函数),可在井筒剖面上通过识别孔隙结构类型,进而利用核磁共振测井(NML)定量反演孔径分布,省去了构建伪毛管曲线环节,为低渗透砂岩储层有效性评价提供了直接依据,也是测井用于定量反演储层微观孔隙结构信息的有益探索.     

核磁共振T2分布评价岩石孔径分布的改进方法

岩芯核磁共振（NMR）T2分布和毛管压力分析数据均在一定程度上反映了岩石的孔隙结构,理论分析表明,这两组数据具有相关性.应用NMR T2分布研究岩石孔径分布，关键是在分析两者的相关性的基础上，从T2分布构造出可靠的毛管压力曲线.但以前用饱和水T2分布构造的毛管压力曲线的方法与实际毛管压力曲线匹配性差.事实上，薄膜束缚水部分的存在引起T2分布反映的孔隙空间与毛管压力曲线反映的孔隙空间有差异.本文提出一种改进方法，在消除薄膜束缚水对T2分布的贡献后，用自由水T2分布构造毛管压力曲线.应用本文方法,对24块岩芯数据自由水T2分布构造的毛管力曲线及其孔喉半径分布与隔板毛管压力分析结果进行了对比.结果表明，改进方法对于毛管压力曲线的构造精度有明显改进，从而为NMR T2分布研究孔隙结构提供了可靠的理论和方法上的支持.     

Extended Roof snap-off for a continuous nonwetting fluid and an example case for supercritical CO2

A dominant mechanism for residual trapping of a nonwetting fluid in porous media during imbibition is snap-off or the disconnection of a continuous stream of the nonwetting fluid when it passes through pore constrictions and when a criterion based on capillary pressure imbalance is met. While quasi-static criteria for Roof snap-off have been defined for pores based on the imbalance between capillary pressure across the front/tail meniscus and local capillary pressure at the pore throat, and expressed in terms of pore body to pore throat ratio for simplification, we extended the previous quasi-static snap-off criterion by considering the local capillary pressure imbalance between the pore body and the pore throat for both circular and noncircular pores when the wetting film exists. We then used the criterion to analyze results from computational fluid dynamics (CFD) simulations of multi-phase flow with supercritical CO₂ as the nonwetting fluid and water as the wetting fluid. The extended criterion successfully described most situations we modeled. Furthermore, we compared fluid interface shape for a noncircular 3D pore predicted by the minimum surface energy (MSE) theory against 3D CFD simulations. While the fluid interface shape at the pore throat for 3D simulation was consistent with the shape predicted by MSE theory, the shape could not be successfully predicted by the MSE theory at the upstream and downstream pore body. Moreover, film flow existed for the noncircular pore at the downstream pore body.     

多尺度CT成像技术识别超低渗透砂岩储层纳米级孔喉

以鄂尔多斯盆地X地区长6储层为研究对象,利用多尺度CT成像技术、聚焦离子束扫描电镜技术,结合Avizo软件的强大数据处理和数值模拟功能,对研究区目的层岩石样品进行不同尺度孔喉分维数重构,建立三维超低渗透砂岩储层纳米级孔隙结构模型.研究表明,微米尺度下,超低渗透砂岩储层孔喉形态呈点状、球状和条带状及管状.储集空间类型以溶蚀微孔为主且多孤立分布,局部孔隙为片状,连通性较差.纳米尺度下,超低渗透砂岩储层孔喉系统整体较发育,孔喉形态呈球状、短管状.远离裂隙处多为孤立状,连通性较差,仅具有储集能力.微裂缝、粒间缝发育部位多为短管状,有一定连通性,相当于喉道.微观非均质性较强,岩样整体较致密,局部相互连通,溶蚀孔及裂隙对储集能力、渗滤能力具有控制作用.数值计算求得目的层A、Y、C三个样品的孔隙度分别为6.95%、5.55%、4.44%,渗透率分别为0.828×10^-3μm^2、0.115×10^-3μm^2、0.00065×10^-3μm^2.聚焦离子束扫描电镜与多尺度CT成像技术相结合能够定量表征超低渗透砂岩储层微、纳米级孔隙结构.     

2008年汶川地震近断层竖向与水平向地震动特征

选取分布在北川-映秀中央断裂两侧断层距120 km以内的40个强震动台站的记录,对汶川地震近断层地震动竖向和水平向加速度峰值、速度峰值、竖向和水平向加速度反应谱及谱比值进行了统计分析.研究表明:(1)地震动加速度峰值有显著的上盘效应,经验衰减模型的结果表明,在距地表破裂3~60 km的范围内,龙门山发震断层上盘一侧竖向与水平向的加速度峰值要比衰减模型得到的平均值大30%~40%.上盘的加速度峰值残差大部分是正值,而断层下盘残差大部分为负;水平地震动的东西分量幅值总体要大于南北分量,东西分量衰减相对较慢.(2)地震动长周期成分较弱,加速度反应谱值随周期增大而迅速减小,在周期1.0 s 时,即使在靠近中央断裂的最大加速度反应谱值也只有0.5 g;地震动加速度反应谱谱比值(竖向/水平向)沿龙门山断层周围的分布,在较长周期(T=0.2 s, 0.5 s, 1.0 s)与短周期(T=0.05 s, 0.1 s)有明显的不同.(3)近断层竖向地震动显著,地震动加速度峰值比在(竖向/水平向)可达1.4.在龙门山发震断层的上盘,地震动加速度峰值比整体上比下盘要大,竖向地震动尤为剧烈.部分近断层记录的地震动谱比值(竖向/水平向)在短周期(< 0.1 s)甚至超过1.5,统计分析还表明谱比值在短周期段(< 0.1 s)随断层距的增大而减小.     

储层渗透性与地层因素关系的实验研究与分析

本文对渤海湾盆地不同孔隙结构样品的孔、渗、核磁、岩电、压汞、X衍射及铸体薄片等配套岩石物理实验数据进行了综合分析,通过逐一考察同一套岩芯样品的地层因素与渗透率、压汞喉径均值、储层品质指数之间的实验关系,并分别与地层因素-孔隙度交绘图进行对比分析,发现储层渗透性与地层因素之间并非简单的单调函数关系,孔隙度相近但孔隙结构类型不同、渗透率差异明显的岩芯可以具有相近的地层因素,导电能力接近.在实验数据分析的基础上通过理论分析证明了这一实验关系的合理性,并指出孔隙度及导电能力相近的岩芯,其渗透率差异与喉径均值的平方比、孔隙曲折度及几何形态相关.     

坡地地形对地震动特性的影响分析

采用有限元有限差分方法,结合人工透射边界理论,研究局部坡地地形对地震动特性的影响,分析坡高、坡角对地形放大效应的影响.研究结果表明:坡地地形斜坡段各点反应谱谱比最大值沿坡高逐渐增大,坡脚点对地震动反应谱谱比呈缩小效应;坡底段各点反应谱谱比接近1;坡起平台段空间点受地形效应的影响较大;坡高和坡角对地形效应的影响较明显,当...     

近10年来北京夏季城市热岛的变化及环境效应的分析研究

根据1993～2003年北京地区气象台站7、8月的温度资料,分析研究了近10年来北京夏季城市热岛的变化及其环境效应.结果表明：北京夏季城市热岛的水平范围扩大到近郊区和远郊区的通州,分布特征也由“单中心”转变为“多中心”;平均热岛强度呈逐渐增强趋势,在夏季出现了强热岛;北京夏季出现热岛和强热岛的天数激增,7月最大热岛强度也呈逐年上升趋势;热岛的强度和水平分布都有明显的日变化;由于热岛效应使城区增温显著,北京夏季的高温日（Tmax≥35℃）也逐年增多. 本文还指出朝阳区气象观测站由于周围高大植被的影响,观测资料已不具备城区代表性.同时也证明绿化对降低城市热岛效应是极为有效的.本文的研究成果对北京城市发展和规划有一定的科学参考价值.     

磁暴期間外輻射带結构的变化

本文根据磁矩守恆的条件,利用刘維定理（Liouville's theorem）,討論了磁暴期間在赤道平面外輻射带內,带电粒子的空間分布及能量分布的变化。結果表明:当主相时,粒子密度及通量的峯值变小而且位置向外移动。此結果与探測事实相符。能譜分布也有显著的变化,不論垂直能量或是平行能量,当主相时能量分布的峯值向低能量的方向偏移;急始时向高能量的方向偏移。对投擲角及鏡点高度作了計算,发現当急始时投擲角变大,而鏡点高度下降;主相吋投擲角变小,镜点高度上升。由此可以訊为,在主相期間緩慢的磁場下降,不能使外輻射带內粒子侵入上层大气。相反,在急始时則可能有一部分粒子会侵入上层大气。根据所得結果,基本上可以解释目前的观測現象。