煤层倾角与覆岩变形破裂分带   总被引：7，自引：0，他引：7  

杜时贵  翁欣海 《工程地质学报》1997,5(3):211-217

地下采煤中三带(冒落带、裂隙带、弯曲带)高度的判断是预测采空引起地表变形破坏程度的依据。在诸多的影响因素中, 煤层倾角是控制三带高度的最主要因素。建立在实测统计基础上的经验范围值用于三带高度的判断带有一定的人为性。急倾斜煤层中冒落带和裂隙带高度随煤层倾角变化的规律已被褐示[7].通过弹塑性岩石材料的非线性有限元模拟, 本文提出了利用应力重分布图判断中、缓倾角煤层采空区覆岩三带高度的方法, 并应用于实际工程。  相似文献   

华南石炭纪岩关-大塘界线期牙形石地层分带   总被引：4，自引：0，他引：4  

田树刚  M.科恩 《地质通报》2004,23(8):737-749

系统采集不同沉积相区和连续沉积的剖面，即浅海台地相广西柳江龙殿山剖面、台缘缓坡相云南施甸鱼硐剖面和台内盆地相广西柳州碰冲剖面，运用数理统计方法，研究了华南岩关一大塘界线过渡期牙形石的产出丰度和相分布，在恢复生物演化序列的基础上，对各剖面首先详细分带，再进一步综合成系统的5个牙形石带，即Gnathodus typicus—G．cuneiformis带、Gnathodus typicus—Protognathodus cordiformis带、Scaliognathus anchoralis—Gnathodus pseu-dosemiglaber带、Gnathodus praebilineatus带和Paragnathodus horrtopunctatus带。以生物系统发生为标准，严格限定各带的界线，并与北美、西欧同期地层进行精确对比，为建立杜内阶一维宪阶界线的全球层型(GSSP)提供可靠依据。  相似文献   

横穿贝加尔湖山脉北部寒区的线性工程     

I.Y. Malchikova 《冰川冻土》2004,26(Z1):206-209

The development of North Transbaikalye mineral resources (e. g. the Chiney deposit of iron titanium-vanadium-magnetite ores and Udokan copper deposits) is impossible without the establishment of industrial and transport infrastructure, one component of which are linear engineering constructions (drive railways, by-line auto roads, platform passages, protecting constructions, and others). However,on condition of spreading permafrost rocks this is conjugated with certain ecological risk just as from the transport network objects so for the objects themselves. A special attention is paid in the paper to considering of problems of projecting and constructing railways on the Udokan ridge.  相似文献   

Estimating the seismic displacement of friction pendulum isolators based on non‐linear response history analysis     

Keri L. Ryan  Anil K. Chopra 《地震工程与结构动力学》2004,33(3):359-373

A procedure for developing equations that estimate the isolator displacement due to strong ground motion is applied to buildings isolated with the friction pendulum system. The resulting design equations, based on rigorous non‐linear analysis, offer an alternative to the iterative equivalent‐linear methods used by current U.S. building codes. The governing equations of the system are reduced to a form such that the median normalized displacement of the system due to an ensemble of ground motions is found to depend on only the isolation period—a function of the curvature of the isolator—and the friction force at incipient slip normalized by peak ground velocity. The normalization is effective in minimizing the dispersion of the normalized displacement for an ensemble of ground motions, implying that the median normalized displacement is a reliable estimate of response. The design equations reflect the significant (20 to 38%) increase in displacement when the excitation includes two lateral components of ground motion instead of just one component. Equivalent‐linear methods are shown to underestimate by up to 30% the exact median displacement determined by non‐linear response history analysis for one component of ground motion, and building codes include at most a 4.4% increase for a second component. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Approximate modal decomposition of inelastic dynamic responses of wall buildings     

C. Sangarayakul  P. Warnitchai 《地震工程与结构动力学》2004,33(9):999-1022

Two approximate methods for decomposing complicated inelastic dynamic responses of wall buildings into simple modal responses are presented. Both methods are based on the equivalent linear concept, where a non‐linear structure is represented by a set of equivalent linear models. One linear model is used for representing only one vibration mode of the non‐linear structure, and its equivalent linear parameters are identified from the inelastic response time histories by using a numerical optimizer. Several theoretical relations essential for the modal decomposition are derived under the framework of complex modal analysis. Various numerical examinations have been carried out to check the validity of the proposed modal decomposition methods, and the results are quite satisfactory in all cases. Fluctuating bending moment and shear at any location along the wall height contributed by each individual vibration mode can be obtained. Modal contributions to shear and flexural strength demands, as well as the corresponding modal properties, under various seismic loading conditions can also be identified and examined in detail. Furthermore, the effects of higher vibration modes on seismic demands of wall buildings are investigated by using the modal decomposition methods. Several new insights into the complicated inelastic dynamics of multi‐story wall buildings are presented. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

晴空日中尺度切变环境场与对流云团发展条件          下载免费PDF全文

雷崇典  师小玲  郑小阳  韩芳琴 《气象》2004,30(1):46-49

重点应用雷达回波资料结合常规气象资料、卫星云图 ,综合分析了 50 0hPa中尺度切变与陕北南部地区对流阵性降水形成、发展条件 ,指出了 50 0hPa不同的中尺度切变与有利的环境合理配置 ,是导致对流云团发展的重要因素 ,不同特征环境风切变配置与对流单体的发展趋势、强度变化、移动和合并息息相关。  相似文献   

一次冬季降雹过程的CINRAD/SA回波特征   总被引：5，自引：2，他引：5  

冯晋勤  罗保华 《气象》2004,30(5):21-24

利用新一代天气雷达 (CINRAD/SA)对 2 0 0 2年 1 2月 1 9日一次冬季降雹观测资料进行分析 ,从中得出冬季降雹的回波特征 ,并对这次过程中出现的三体散射现象及相应的雷达产品做初步分析 ,得出“三体”散射现象是降大雹的一指示性标志和降雹的一些雷达产品指标。  相似文献   

沉降-时间曲线呈“S”型的证明   总被引：13，自引：5，他引：13  

梅国雄  宰金珉  殷宗泽  赵维炳  殷建华 《岩土力学》2004,25(1):20-22

从一维固结理论出发，严格证明了在线性加载或近似线性加载情况下（这和工程实际加载相类似），沉降-时间曲线呈“S”型。  相似文献   

富宁两次大暴雨的对比研究     

张文  蒋盛闻 《云南地理环境研究》2004,(Z1)

对比云南富宁2001年“8·25”与2004年“5·15”两次大暴雨过程前后的雨量分布、灾情、大气环流背景,以及反映大气水汽、热力、动力条件的部分物理量场,分析它们在两次过程中的异同点,讨论各类条件对暴雨落区的指示性情况,并对“5·15”过程的雷达回波资料作简单的定量分析。  相似文献   

曲靖市冰雹云雷达回波特征及防雹     

王涛  李静  詹继锋 《云南地理环境研究》2004,(Z1)

本文通过对曲靖市711B数字化雷达冰雹云回波特征进行分析,总结2002年～2003年曲靖市防雹工作3年取得的经验,以期提高县级防雹指挥人员雷达回波分析能力和作业指挥能力,在防雹作业中科学的安排防雹炮弹的使用量。  相似文献