多层基础隔震房屋结构在水平地震力作用下的振动传递

文章将周期结构原理与导纳方法结合起来，分析了带复合结构单元的有阻尼的有限周期系统的波传播和振动特性，得到了有限周期结构自振频率的一般表达式。     

1995年云南孟连西南中缅交界Ms7.3地震

1995年7月12日在滇西南中缅边境发生了7.3级地震,由于这次地震震级较大,致使云南思茅、临沧、西双版纳3个地、州所辖的5个县,共39个乡,约12400平方公里上的50多万人口受灾。造成11人死亡、136人受伤(其中重伤26人)。伤亡较少,虽然与该区人口稀少,居民住房多为竹楼有一定耐震性等客观因素有关外,震前作了较好的中、短、临预报,对减少伤亡起到了一定作用。这次地震的特点是:震级大、受灾范围广、危房多、内伤严重。在短短13天内,在同一地区,连续发生5.5级、6.2级中强地震和7.3级强烈地震,实属罕见。因震害叠加,城镇、农场等大批建筑物地基开裂,墙体疏松,多数成了危房,直接经济损失约2亿元。     

云南地区断层形变群体异常与成组强震

运用前兆综合信息量S、前兆群体非均匀度ID以及近源异常凸现值NS的数学分析这三种方法，对云南地区1982～2004年跨断层短基线短水准资料进行了分析处理．结果表明，在云南地区Ms≥6强震前断层彤变群体异常显著，尤其是成组强震前，群体异常信息较为丰富。     

个旧锰结核矿床地质地球化学与成因初步研究

个旧锰结核矿床产在锡石-多金属硫化物矿田顶部的第四系砂锡矿之中。从矿床地质产状、化学组成、微量元素、稀土元素、矿物组合等方面进行了讨论，认为个旧锰结核属于异地海相成因，后经搬运沉积在第四系砂锡矿之中；与中太平洋海山CAD19锰结核的物质组成和微量元素进行对比，表明个旧和CAD19锰结核有相类似的稀土模式，相对富集轻稀土，并出现明显的Eu负异常和Ce的正异常。     

云南中旬普朗、红卓斑岩铜矿床地质特征及找矿前景

通过对印支期普朗、红卓岛弧型斑岩铜矿矿床地质特征和找矿标志的总结，论述了铜矿的找矿前景以及工作方向。     

楚雄龙岗地区超级不整合与金成矿

龙岗地区陇川运动-华力西运动间造成整个古生代地层缺失，中上三叠统直接覆于下元古界哀牢山岩群、大红山岩群等基底岩系之上，本文称为“超级不整合”。华力西期-喜马拉雅期历次地壳事件在“超级不整合”接触带形成“矿质”的“浪淘砂”式、叠次‘堆积’作用，对该区金成矿有决定性作用，先后发现小水井与大龙潭两个典型金矿床。前者为“地下水热卤水溶滤中低温热液蚀变角砾岩微粒浸染型金矿床”，可类比为“卡林型”；后者为“原生沉积地下热水溶滤中低温热液蚀变砂砾岩微粒-粗粒型金矿床”，为该区首次发现的新类型。     

镇康芦子园铅锌矿床特征及成因

芦子园铅锌矿产于镇康复背斜核部寒武系沙河厂组大理岩、板岩、片岩地层中，沿背斜轴部产生的断层及层间破碎带是主要的容矿构造，成矿物质来源于地层、酸性及基性岩浆热液，矿床成因为沉积-热液改造叠生型铅锌矿床。     

永平水泄铜钴矿控矿因素

水泄铜钴矿区地质条件较为复杂,控矿因素较多,通过分析认为主要受断层及岩性控制,地层初始富集,构造及区域变质作用提供通道及热源。水的循环、溶解作用形成热卤水成矿。     

经济合作区域的选择方法研究——以云南在泛珠三角中选择重点合作省区为例

从成功的区域合作经验看,区域间的差异性和联系性是选择经济合作区域必须考虑的两大核心因素.通过多种指标对两大因素进行测度和分析,最终正确选择合作区域.泛珠三角合作为云南经济发展提供难得机遇,云南如何立足自身优势,正确选择重点合作省区,关系到合作的最终成效.从云南与泛珠三角其他省区间的经济发展差异、产业结构差异、优劣势条件、综合距离系数以及历史联系等角度分析,提出了云南应把广东、广西、四川、香港作为重点合作省区.     

Influence of the Kunlun Mountain Ms8.1 Earthquake on Horizontal Crustal Deformation in the Sichuan and Yunnan Area

In order to track the space-time variation of regional strain field holistically(in a large scale) and to describe the regional movement field more objectively,the paper uses a nonlinear continuous strain model focused on extracting medium-low frequency strain information on the basis of a region with no rotation.According to the repeated measurements(1999～2001～2004) from GPS monitoring stations in the Sichuan and Yunnan area obtained by the Project of "China Crust Movement Measuring Network",and with the movement of 1999～2001(stage deformation background) as the basic reference,we separated the main influencing factors of the Kunlun Mountain M-S8.1 earthquake in 2001 from the data of 2001 and 2004,and the results indicate:(1) the Kunlun Mountain M-S8.1 earthquake has a discriminating effect on the Sichuan and Yunnan area,moreover,the deformation mode and background had not only certain similitude but also some diversity;(2) The movement field before the earthquake was very ordinal,while after the earthquake,order and disorder existed simultaneously in the displacement field;The displacement quantities of GPS monitoring stations were generally several millimeters;(3) The principal strain field before earthquake was basically tensile in an approximate EW direction and compressive in the SN direction,and tension was predominant.After the earthquake,the principal strain field in the Sichuan area was compressive in the EW direction and tensile in the SN direction,and the compression was predominant.In the Yunnan area,it was tensional in the NE direction and compressive in the NW direction,and tension was predominant;(4) The surficial strain before the earthquake was dominated by superficial expansion,the contractive area being located basically in the east boundary of Sichuan and Yunnan block and its neighborhood.After the earthquake,the Sichuan area was surface contractive(the further north,the greater it was),and south of it was an area of superficial expansion.Generally speaking,the Kunlun Mountain M-S8.1 earthquake played an active role in the accumulation of energy in the Sichuan and Yunnan area.Special attention shall be focused on the segment of Xichang-Dongchuan and its neighborhood.