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91.
92.
C. Hsein Juang Haiming Yuan David Kun Li Susan Hui Yang Raymond A. Christopher 《Soil Dynamics and Earthquake Engineering》2005,25(5):403-411
An empirical procedure for estimating the severity of liquefaction-induced ground damage at or near foundations of existing buildings is established. The procedure is based on an examination of 30 case histories from recent earthquakes. The data for these case histories consist of observations of the damage that resulted from liquefaction, and the subsurface soil conditions as revealed by cone penetration tests. These field observations are used to classify these cases into one of three damaging effect categories, ‘no damage’, ‘minor to moderate damage’, and ‘major damage’. The potential for liquefaction-induced ground failure at each site is calculated and expressed as the probability of ground failure. The relationship between the probability of ground failure and the damage class is established, which allows for the evaluation of the severity of liquefaction-induced ground damage at or near foundations. The procedure presented herein represents a significant attempt to address the issue of liquefaction effect. Caution must be exercised, however, when using the proposed model and procedure for estimating liquefaction damage severity, because they are developed based on limited number of case histories. 相似文献
93.
Data archives of seismic fault-induced damage 总被引:1,自引:0,他引:1
The study of earthquake engineering requires an understanding of various processes by which structures are seriously damaged. For this, archiving available data in a systematic way will be quite necessary. Taskforces of both Japan Society of Civil Engineers (JSCE) and Japan Geotechnical Society (JGS), with a mission of establishing remedial measures for fault-inflicted damage to civil infrastructures, have been investigating previous examples of fault-related damages. Some of their important activities were further expanded as a subject of EqTAP project (Development of Earthquake and Tsunami Disaster Mitigation Technologies and Their Integration for the Asia-Pacific Region). This paper introduces some examples from the JSCE/JGS/EqTAP Data Archives, which can give some hints for rational remedial or design measures for civil-infrastructures whose constructions across faults were/are unavoidable. 相似文献
94.
Introduction The ground motion is generally estimated by attenuation relation in seismic hazard assesment.The attenuation relation is usually the function of earthquake magnitude and distance.Actually the focal mechanism and other source parameters may also have significant impacts on the ground motion,especially in the near-source region.Recent post-earthquake investigations show that the damages have close relation with the closest fault-plane distance.On August16,2003,a MS=5.9earthquake o… 相似文献
95.
Determining the maximum degree of harmonic coefficients in geopotential models by Monte Carlo methods 总被引:1,自引:0,他引:1
K. R. Koch r 《Studia Geophysica et Geodaetica》2005,49(3):259-275
Random errors for the harmonic coefficients of a geopotential model are generated from the matrix of normal equations by a parallel computer applying the Gibbs sampler. This leads to random values for the harmonic coefficients. They are transformed by nonlinear, quadratic transformations to random values for the square roots of degree variances, of mean squares of geoid undulations and gravity anomalies. The expected values of these quantities are not equal to the values of these quantities computed by the estimated harmonic coefficients, due to correlations and errors in the estimation. By hypothesis tests estimated harmonic coefficients distorted by correlations and errors are detected. Applying the tests to the geopotential model ITG-CHAMP01 of the Institute of Theoretical Geodesy in Bonn it is concluded that above the degree 62 the harmonic coefficients cannot add any information to the geopotential model. 相似文献
96.
F. S. Turalioglu H. Bayraktar 《Stochastic Environmental Research and Risk Assessment (SERRA)》2005,19(1):41-47
In the assessment of air quality, regional distribution and dispersion with distance are important, together with the variations of pollutants in time. On this occasion, the point cumulative semi-variogram (PCSV) method is used in order to find simply regional distribution of pollutants of Erzurum urban centre. This method is based simply on the summation of square differences in air pollutant concentrations between different sites. Monthly regional variation maps of Erzurum are constructed by finding radius of influence (for SO2, from 1000 m to 3500 m and, for TSP, 1000–2000 m) and PCSV scattering diagram data at different levels by using monthly average sulphur dioxide (SO2) and total suspended particulate (TSP) matter concentrations in 2001–2002 winter season. Consequently, the air pollution distribution of Erzurum is assessed. 相似文献
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98.
利用江苏省及周边共85个气象站观测资料,筛选出夏季高温强度、持续时间、降水量和日照时数作为高温热害的关键气象因子,构建高温热害综合指数。在此基础上,利用高温热害发生频率和河蟹因灾死亡率加权建立风险评估模型,将河蟹高温热害风险划分为三个等级,结合地形和土壤的适宜性,最终得出江苏河蟹高温热害风险区划图。结果发现,河蟹高温热害的高风险区位于以高淳为中心的江苏西南部,沿淮和淮北东部沿海地区风险值最低,淮北西部—沿江东部的风险值介于二者之间。年代际高风险区面积有逐渐扩大趋势,1991年以来已外扩到沿江和苏南大部分地区,达到历史极值。河蟹高温热害风险增大,需加强防范。 相似文献
99.
基于2011—2020年“一带一路”沿线国家气候风险、灾损情况、经济水平,以及市场环境等方面数据资料,从气象服务供需视角,构建气象服务供需协调度指标体系,采用熵值法和协调度耦合模型量化分析沿线国家气象服务的需求、供给及供需均衡水平。结果表明,灾情指标和人口密度指标能较好地表征需求和供给水平;南亚的印度、巴基斯坦、孟加拉和东南亚的菲律宾等国家的气象服务需求相对较高;供给指数相较需求指数更加稳定;均衡指数在研究期内的波动范围变化不大,但是空间分布格局变化较大;沿线印度、新加坡和孟加拉三国的均衡性上升趋势最为显著。 相似文献
100.