中小震近场地震动估计中地震动衰减关系的适用性分析

核工程场地设计基准地震动确定中涉及弥散地震的地震动估计，这导致中小震近场地震动估计成为被关注的研究课题。本文基于一些中小震近场地震动记录资料，分析和探讨了国内外多种地震动衰减关系对中小震近场地震动估计的适用性问题，并结合我国几个核工程地震问题研究工作的实践对中小震近场地震动衰减关系确定的思路和原则提出了建议。     

教育系统和卫生系统地震灾害损失评估方法

历次地震灾害调查发现,中小学校舍和乡镇卫生院(所)房屋震害较重,教学设施、设备和医疗防疫器材损失严重。结合地震现场工作实际,在现行地震灾害损失评估方法的基础上探讨了教育系统和卫生系统的地震灾害调查和经济损失评估方法。     

大气臭氧层,紫外辐射与人类健康

本文首先评述了近数十年来大气Ｏ３层的演变,其中包括全球与中国地区及南极臭氧洞的情况,之后,评述了由此引发的达地面太阳紫外辐射强度的变化,以及对人类健康与环境的影响。     

采样过程和模数转换对记录的影响及“真实地面运动”获取——地震学上用的数字信号处理的基本原理和实例(讲座3)

通过采样过程和模数转换对记录影响的分析,讨论了数字地震仪记录的动态范围,以及如何使用谱分析方法去除仪器对最终记录的影响,以便获取“真实地面运动”的近似。     

Growth patterns and dynamics of mud cracks at different diagenetic stages and its geological significance

This paper discusses the growth stages,spatial structures,quantitative fitting relationships among various parameters,growth patterns and influencing factors of mud cracks by field survey,core observation and SEM analysis.The study shows that:(1) Mud crack growth can go through three stages,i.e.the syndiagenetic stage,the burial diagenetic stage(including early diagenetic stage,middle-late diagenetic stage) and the epidiagenetic stage.(2) Quantitative fitting relationships among various parameters allow a great significance to describe the spatial structure,the regional distribution and the growth environment of mud cracks.(3) Mud crack growth has three models,such as the unilateral growth model including the linear growth pattern,the curvilinear growth pattern and the bifurcation growth pattern,the multilateral growth model including the inteisectional growth pattern,the join growth pattern and the dispersed growth pattern,and the mixed growth model including the combination of any patterns listed above.(4) Modern mud crack growth usually undergoes four stages.Sand beds in sand-mud rhythmic strata can play a lubricative role on crack growth and provide enough sandy deposits for filling cracks.(5) Mud crack growth usually produces bifurcation and bifurcation angles which are mostly 120° or 90° that are related to sediment heterogeneity and released energy.(6)Factors affecting mud crack growth cover many aspects:clay content and salinity can control the number of mud cracks in different areas;terrain can control mud crack morphology;and different sedimentary cycles can control the growth patterns and filling models of mud cracks.     

The Upper Limit Size of Reservoir-Induced Earthquakes

We showed the relation between the magnitude of induced earthquake and the reservoir storage and dam height based on the global catalog from 1967 to 1989 compiled by Ding Yuanzhang （1989）. By multiplying reservoir storage with dam height, we introduced a new parameter named EE. We found that the cases with specific EE and magnitude do not exceed a limit. Based on the discussion of its physics, we called EE the equivalent energy. We considered this limit as the upper limit of magnitude for reservoir-induced earthquakes. The result was proved by the recent cases occurring in China. This size limitation can be used as a helpful consideration for reservoir design.     

琼中地震台连续重力显著异常分析

2014年以来,琼中基准地震台连续重力观测数据出现较为显著的零漂转折加速和数据放大异常。经仪器观测系统检查、台站观测环境调查、数据分析等核实操作,分析认为:(1)零漂转折加速异常系观测环境影响所致;(2)数据放大异常系网络数据采集器故障所致。因此,2次异常均非地震地球物理异常。此类异常干扰判别可为其他重力台站观测数据分析提供参考。     

CTA与DSA在自发性孤立性肠系膜上动脉夹层中诊断中的价值对比

目的:探讨CTA与DSA在自发性孤立性肠系膜上动脉夹层中的诊断价值对比。方法:回顾性分析2017年1月至2019年12月本院收治21例SISMAD的患者临床资料,所有入选患者均行CTA及DSA检查。计算CTA对SISMAD的敏感性、特异性、阳性预测值、阴性预测值及准确率。比较两者在诊断SISMAD的准确率差异是否存在统计学意义。以DSA为金标准,CTA对SISMAD的检查结果进行一致性Kappa检验。结果:21例患者中,经CTA诊断20例为SISMAD,1例为肠系膜上动脉栓塞,CTA诊断SISMAD的准确率为95.23%,两者诊断SISNAD的准确率差异不存在统计学意义(P> 0.05)。采用Yun分型方法,其中Ⅰ型8例,Ⅱa型5例,Ⅱb型7例,按Yun分型,对Ⅰ型SISMAD的敏感性、特异性、阳性预测值、阴性预测值分别为75%、84.61%、75%和84.61%;Ⅱa型SIAMAD的敏感性、特异性、阳性预测值、阴形预测值分别为60%、87.5%、60%和87.5%;Ⅱb型SIAMAD的敏感性、特异性、阳性预测值、阴形预测值分别为71.43%、85.71%、 71.43%和85....     

Pseudo-dynamic test and numerical simulation of high-strength concrete frame structure reinforced with high-strength rebars

This paper describes an investigation of a high-strength concrete frame reinforced with high-strength rebars that was tested in the structure engineering laboratory at Shenyang Jianzhu University. The frame specimen was pseudo- dynamically loaded to indicate three earthquake ground motions of different hazard levels, after which the test specimen was subjected to a pseudo-static loading. This paper focuses on the design, construction and experiment of the test frame and validation of the simulation models. Research shows that a high-strength concrete frame reinforced with high-strength rebars is more eff icient and economical than a traditional reinforced concrete frame structure. In addition to the economies achieved by effective use of materials, research shows that the frame can provide enough strength to exceed conventional reinforced concrete frames and provide acceptable ductility. The test study provides evidence to validate the performance of a high- strength concrete frame designed according to current seismic code provisions. Based on previous test research, a nonlinear FEM analysis is completed by using OpenSees software. The dynamic responses of the frame structure are numerically analyzed. The results of the numerical simulation show that the model can calculate the seismic responses of the frame by OpenSees. At the same time, the test provides additional opportunities to validate the performance of the simulation models.     

贵州省独山南部地区岩溶地下水的区域分布和开发治理

本文概述了独山南部地区岩溶发育的基本条件,论述了岩溶地下水的类型、平面展布和埋藏特点以及示踪试验。从分析研究区域内岩溶地下水的动态特征入手,对岩溶含水系统的结构、地下水赋存、径流及时空变化进行了研究,研制了水资源规划及管理模型;并用多种方法进行了水资源的评价和对比,最后讨论了开发利用及规划问题。