四川宁南县银厂沟-骑骡沟铅锌矿床成因浅析

四川宁南县银厂沟-骑骡沟铅锌矿床产于震旦系上统灯影组白云岩中,主要受断裂控制。矿体多为透镜体状、网脉状和细脉状。与成矿有密切关系的硅质条带为富硅热液后期充填产物,显示后期热液充填成矿特点。分析研究认为该矿床在成矿的大地构造背景和其它特点方面,均与美国中部密西西比河谷型（MVT型）铅锌矿有相似性。     

西藏纳当地区永珠组构造变形特征

西藏纳当地区石炭系永珠组主要为浅变质的砂板岩组合,断层和褶皱非常发育的特征。依据岩石和构造特征可以把区内永珠组分成上、中、下三段。永珠组形成于拉张的被动大陆边缘向裂谷转换的次深海环境,并于中晚二叠世至晚三叠世期间经历了三个构造演化阶段。     

河北省蔚县矿区构造特征及断裂构造发育规律

运用现代构造地质研究方法，对蔚县矿区构造特征及断裂构造发育规律进行了研究。并揭示了矿区构造成因机制及演化历史。     

河南省西峡县高庄金矿床地质特征及找矿前景

朱阳关-夏关断裂是一条长大于400km,深达上地幔的超壳断裂,沿断裂出露有较多的燕山期花岗岩（脉）体及一系列Cu、Au、Ag、Pb、Zn异常,有色金属、贵金属成矿作用明显。高庄金矿床赋存在朱阳关-夏关断裂次级断裂带中,为海底火山喷流-岩浆-构造热液叠加改造形成的含金石英脉-蚀变构造岩型金矿。本文分析了高庄金矿床特征,找矿标志。提出了在朱阳关-夏关断裂带中寻找金多金属矿床潜力较大。随着深部地质找矿的进一步开展,本区可成为我国重要的金多金属矿产基地。     

逆冲断层前锋带的构造样式

由于逆冲断层产出构造环境和规模的不同，其前缘可以有拆离型，褶皱型，前冲型，反冲型等多种样式；每种样式又可具不同特征。此外，逆冲前缘还常伴生一些重力构造，盆地构造和不同方向的反转构造。各种构造样式可以相互转化和过渡而共存于同一逆冲带，或发育于不同逆冲带中。它们是研究塑冲作用的动力状态，，扩展方式和发展阶段的重要依据。     

Air-sea carbon-dioxide flux estimated by eddy covariance method from a buoy observation

Precise measurements of the CO2 gas transfer across the air-sea interface provide a better understanding of the global carbon cycle.The air-sea CO2 fluxes are obtained by the eddy covariance method and the bulk method from a buoy observation in the northern Huanghai sea.The effects of buoy motion on flux calculated by the eddy covariance method are demonstrated.The research shows that a motion correction can improve the correlation coefficient between the CO2 fluxes estimated from two different levels.Without the CO2-H2 O cross-correlation correction which is termed as PKT correction,the air-sea CO2 fluxes estimated by eddy covariance method using the motion corrected data are nearly an order of magnitude larger than those estimated by the bulk method.After the CO2-H2 O cross-correlation correction,some eddy covariance CO2 fluxes indeed become closer to the bulk CO2 flux,whereas some are overcorrected which are in response to small water vapor flux.     

青岛胶州湾3.2级地震构造背景与控震断裂

本文应用构造分析的方法 ,对青岛胶州湾 3.2级地震发生的地震地质背景和构造背景进行分析。结果表明 :胶州湾 3.2级地震主要受 NEE向郝官庄断裂和 NNW向大沽河断裂控制 ,并根据现代活动断裂的标志 ,对上述 2组断裂活动性特征作了阐述     

Elastic response of catamaran wetdeck to liquid impact

The impact of an elastic plate onto the compressible fluid without free surface deformation is considered. The ability of the liquid volume to be deformed is geometrically limited which leads to severe impact conditions. The present analysis is focused on the stresses in the plate and the hydrodynamic loads under the impact. The motivation for this research comes from ship hydrodynamics, where the hulls of a catamaran restrict the liquid outflow and the water impacts onto the wetdeck. The influence of the air on the impact process is investigated. The analysis did not reveal any great advantage of utilizing the air-cushion effect or ejection of air into the water near the impact region to prevent high stresses in the elastic plate. It was found that in the problem considered, the stress peaks far from the plate centre and the one-mode approximation does not provide correct information about the stress level.     

渤东凹陷东南斜坡构造变换带识别及其石油地质意义

根据渤东凹陷斜坡带新钻井以及新采集的三维地震等勘探资料,采用构造样式解剖、断裂分析以及油气成藏规律分析等方法研究构造变换带特征及其石油地质意义。结果表明,渤东凹陷东南斜坡带上存在构造变换带,此变换带具有调节局部构造变形和分割构造带的作用,把斜坡带分割为西、中、东3个整体呈NE向的似花状构造带。变换带对于明下段极浅水三角洲沉积体展布具有一定控制作用,是砂体形成岩性尖灭的有利场所,同时,近SN向变换断层对NEE向断裂的封堵易形成构造圈闭、构造—岩性圈闭,具有较大的勘探潜力。3个似花状构造带的南部3条断层的断面与地层呈顺向配置,形成断面汇聚脊到顺向地层的优势运移路径,同时受到南部呈雁行排列的密集断裂带的阻挡,形成了研究区一条似花状构造内部的优势运聚范围,最终在渤东凹陷东南斜坡带上形成密集断裂带横向遮挡的主控断层—地层产状耦合油气富集模式。     

Effect of structural characteristics distribution on strength demand and ductility reduction factor of MDOF systems considering soil-structure interaction

It is known that structural stiffness and strength distributions have an important role in the seismic response of buildings.The effect of using different code-specified lateral load patterns on the seismic performance of fixed-base buildings has been investigated by researchers during the past two decades.However,no investigation has yet been carried out for the case of soil-structure systems.In the present study,through intensive parametric analyses of 21,600 linear and nonlinear MDOF systems and considering five different shear strength and stiffness distribution patterns,including three code-specified patterns as well as uniform and concentric patterns subjected to a group of earthquakes recorded on alluvium and soft soils,the effect of structural characteristics distribution on the strength demand and ductility reduction factor of MDOF fixed-base and soil-structure systems are parametrically investigated.The results of this study show that depending on the level of inelasticity,soil flexibility and number of degrees-of-freedoms(DOFs),structural characteristics distribution can significantly affect the strength demand and ductility reduction factor of MDOF systems.It is also found that at high levels of inelasticity,the ductility reduction factor of low-rise MDOF soil-structure systems could be significantly less than that of fixed-base structures and the reduction is less pronounced as the number of stories increases.