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期货交易最小保证金率与最大持仓量的研究 被引量:4
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作者 李一智 李国忠 《中南工业大学学报(社会科学版)》 2000年第4期282-283,共2页
商品期货交易所的最小保证金率与最大持仓量的确定 ,历来是按照经验与定性推理来确定的。从防止崩市风险的角度对最小保证金率进行理论分析 ,并运用“条件动态期价分析理论”进一步探讨价格泡影冲击下的最小保证金率与最大持仓量的函数... 商品期货交易所的最小保证金率与最大持仓量的确定 ,历来是按照经验与定性推理来确定的。从防止崩市风险的角度对最小保证金率进行理论分析 ,并运用“条件动态期价分析理论”进一步探讨价格泡影冲击下的最小保证金率与最大持仓量的函数关系。理论分析认为 :商品期货交易的最小保证金率必须大于涨跌停板幅度 ,并且应随着后者的增大而动态地提高 ;整个市场的最大持仓量愈大 ,则最小保证金率应愈大 。 展开更多
关键词 商品期货交易 最小保证金率 最大持仓量 崩市 期货 泡影分布函数
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Statistical landslide susceptibility assessment in a dynamic environment:A case study for Lanzhou City,Gansu Province,NW China 被引量:1
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作者 TORIZIN Jewgenij WANG Li-chao +6 位作者 FUCHS Michael TONG Bin BALZER Dirk WAN Li-qin KUHN Dirk LI Ang CHEN Liang 《Journal of Mountain Science》 SCIE CSCD 2018年第6期1299-1318,共20页
This study presents a statistical landslide susceptibility assessment(LSA) in a dynamic environment. The study area is located in the eastern part of Lanzhou, NW China. The Lanzhou area has exhibited rapid urbanizatio... This study presents a statistical landslide susceptibility assessment(LSA) in a dynamic environment. The study area is located in the eastern part of Lanzhou, NW China. The Lanzhou area has exhibited rapid urbanization rates over the past decade associated with greening, continuous land use change, and geomorphic reshaping activities. To consider the dynamics of the environment in the LSA, multitemporal data for landslide inventories and the corresponding causal factors were collected. The weights of evidence(Wof E) method was used to perform the LSA. Three time stamps, i.e., 2000, 2012, and 2016, were selected to assess the state of landslide susceptibility over time. The results show a clear evolution of the landslide susceptibility patterns that was mainly governed by anthropogenic activities directed toward generating safer building grounds for civil infrastructure. The low and very low susceptibility areas increased by approximately 10% between 2000 and 2016. At the same time, areas of medium, high and very high susceptibility zones decreased proportionally. Based on the results, an approach to design the statistical LSA under dynamic conditions is proposed, the issues and limitations of this approach are also discussed. The study shows that under dynamic conditions, the requirements for data quantity and quality increase significantly. A dynamic environment requires greater effort to estimate the causal relations between the landslides and controlling factors as well as for model validation. 展开更多
关键词 Landslide susceptibility assessment Dynamic environment Weights of evidence method VALIDATION URBANIZATION Lanzhou City
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Examination of Historical Data of the 1125 Lanzhou M 7.0 Earthquake and Analysis of Seismogenic Structure 被引量:1
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作者 Yuan Daoyang, Lei Zhongsheng, Liu Baichi, Cai Shuhua, Liu Xiaofeng and Wang YongchengLanzhou Institute of Seismology, China Seismological Bureau, Lanzhou 730000, China 《Earthquake Research in China》 2002年第4期351-362,共12页
Detailed examination of historical data of earthquakes and field investigations of loess landslide caused by the earthquake and tracing of active faults in Lanzhou area indicate that the Yijitanpu town, one of six tow... Detailed examination of historical data of earthquakes and field investigations of loess landslide caused by the earthquake and tracing of active faults in Lanzhou area indicate that the Yijitanpu town, one of six towns of Jincheng city, was devastated by the 1125 Lanzhou earthquake. The citly is now located in the Vinylon Factory south of Hekou (River Mouth) in the Xigu district of Lanzhou city. We delermined that the six old towns mentioned in historical records lie in an area stretching from the south of Xigu district to Hekou in Lanzhou. This is consistent with the distribution of loess landslides caused by the earthquake, the extension of Holocene active faults, and the distribution of traces of the seismic rupture zone. A comprehensive analysis shows that the seismogenic structure for the 1125 Lanzhou M 7.0 earthquake should be the Xianshuigou fault segment at the western termination of the north-border active fault zone of the Maxianshan Mountains which are located in south of Lanzhou city with the distance of only 4 km. 展开更多
关键词 LANZHOU Historic earthquake Loess landslide Seismogenic structure
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