Optimal placement of dampers and actuators based on stochastic approach

A general method is developed for optimal application of dampers and actuators by installing them at optimal location on seismic-resistant structures. The study includes development of a statistical criterion, formulation of a general optimization problem and establishment of a solution procedure. Numerical analysis of the seismic response in time-history of controlled structures is used to verify the proposed method for optimal device application and to demonstrate the effectiveness of seismic response control with optimal device location. This study shows that the proposed method for the optimal device application is simple and general, and that the optimally applied dampers and actuators are very efficient for seismic response reduction.     

Nonlinear earthquake response analysis and energy calculation for seismic slit shear wall structures

Based on the concept of structural passive control, a new type of slit shear wall, with improved seismic performance when compared to an ordinary solid shear wall, was proposed by the authors in 1996. The idea has been verified by a series of pseudo-static and dynamic tests. In this paper a macro numerical model is developed for the wall element and the energy dissipation device. Then, nonlinear time history analysis is carried out for a 10-story slit shear wall model tested on a shaking table. Furthermore, the seismic input energy and the individual energy dissipated by the components are calculated by a method based on Newmark-β assumptions for this shear wall model, and the advantages of this shear wall are further demonstrated by the calculation results from the viewpoint of energy. Finally, according to the seismic damage criterion on the basis of plastic accumulative energy and maximum response, the optimal analysis is carried out to select design parameters for the energy dissipation device.     

Earthquake—generating Structure Revealed by 1999 Sichuan mianzhu Earthquake Sequence with Ms=5.0

Through the accurate determination of hypocenter location,the measurement of the main focal mechanism solutions and the analyses of time dependent processes for Sichuan Mianzhu earthquake sequence with Ms=5.0 occurred along the middle segment of Longmenshan fault zone on November 30,1999,the distribution of focal depth section,the stress relase and seismicity features are given to reveal the earthquake-geneating structure of the earthquake sequence.The obtained results show the activity features for this sequence as follows:(1) There is no obvious foreshock,the accumulated strain energy releases in nearly pulse way,fluctuation of the seismic activity level is not quite evident during the duration of the sequence,and the statistical relation between the large events and the small events is less compatible with the traditional G-R estimation;(2) The epicenters of the earthquake sequence are not distributed on the main Longmenshan piedmont faults emerging out ground,but near the hidden Longmenshan piedmont faults.The direction of epicenter distribution is not very coincident with the fault strikes.The microscopic epicenters are relatively far from the macroscopic epicenters,The focal depths range from 5km to 16km;(3) The fractures of focal fault plane with the NE strike appear out the strike-slip displacement with a few overthrust components under the major principal compressive stress of NNE direction.From these,we consider it should be paid more attentions to the underground hidden faults near the ground fault zone on a large scale for their generating earthquake risk.     

大姚地热动态特征分析

通过大姚高精度水温观测井水地质、井孔条件的分析，震例观测资料、实验观测数据的处理，以及井水水质分析结果，表明大姚水温周期性变化的突出位置是井深75m左右，根本原因是该地层石膏脉稳定释热，含水层热水与井内冷水混合过程中，在通道内形成钙盐类沉淀物（如CaSO4CaCO3），堵塞对流通道，含水层内外压差突破被阻塞通道，热水反复侵入井内，便形成水温周期性变化。地震的孕育、发生和调整过程，由于应力场作用，产生附加地热场，水温基值发生变化，周期畸变或消失，这种附加地热动态是可以恢复的。所以认为大姚地热动态是井区特殊地层地热信息的反映。     

锦江水库坝址③号断裂构造破碎带地质特征及其对堤坝安全性的影响

通过野外地质调查和地球化学探测成果，结合区域地质发展史，论述锦江水库③号断裂构造破碎带的地质特征及其对建筑物的影响。     

天然焦型煤层气储存特征

天然焦具有良好的物性条件，含有大量的瓦斯气体，是一个理想的储气层。但在煤矿生产中却经常是遇到天然焦因瓦斯增大而中止生产的现象时有发生。本文根据天然焦的物性条件，结合阜新矿区井下实践，论述了煤层气在天然焦内的储存特征，并指出了在煤层气开发利用方面应予以重视的问题。     

内蒙古骆驼场金矿床地质特征及找矿方向

骆驼场金矿床产于黄岗梁—甘珠尔庙多金属成矿带东侧,是大兴安岭中南段目前发现惟一一个以金为主,伴生银、铜的金矿床。区内圈出工业矿体3条,产于印支期闪长岩体内,受NWW向断裂控制,为破碎带蚀变岩型。蚀变为硅化、绢云母化、绿泥石化、绿帘石化、高岭土化、碳酸盐化等,金属矿化为黄铁矿化、黄铜矿化、磁铁矿化、斑铜矿化、褐铁矿化、孔雀石化等。Au品位5 26×10-6～12 48×10-6,伴生Ag品位28 98×10-6～80 90×10-6,伴生Cu品位0 50%～3 31%。矿床成因类型为与中基性侵入岩有关的岩浆热液充填—交代型金矿床。     

桂西北与辉绿岩类岩石有关的金矿地质特征--以百色龙川金矿为例

龙川金矿位于桂西北地区，是一个与辉绿岩类岩石有一定时空联系的典型蚀变岩型金矿。该矿产于辉绿岩体与地层的接触带，严格受接触带和挤压破碎带的共同控制。辉绿岩起着沟通深部与浅部构造，并使深部的含矿流体沿挤压破碎带上升、沉淀而成矿的作用。在桂西北有多处与龙川金矿地质环境类似的地区，在此类地区寻找该类型金矿床有较好的前景。     

海南琼海烟塘梅岭铜钼矿床地质特征

琼海烟塘梅岭铜钼矿床位于海南五指山隆起东北侧的一个“角砾岩筒”中，该“角砾岩筒”的形成受南北向、东西向构造一岩浆岩带控制，与燕山期花岗闪长岩、花岗闪长斑岩关系密切。工业矿体主要集中在岩筒边缘接触带附近，共发现大小铜、钼矿体23个，矿体多呈透镜状、脉状，全为盲矿体，埋深数十米至400余米。矿石为细脉浸染状，Cu品位0．4％～0．9％，Mo品位0．01％～0．1％。蚀变带可粗略划分为钾化带、石英-绢云母化带和青盘岩化带，可能属斑岩型矿床。     

甘肃北山地区成矿带划分及基本特征

根据成矿地质背景和成矿在时空上的联系性 ,以板块构造单元为基础 ,结合地质、物探、化探、遥感等成矿信息 ,将甘肃北山成矿区带厘定为 2个Ⅱ级成矿区 ,3个Ⅲ级成矿带 ,1 0个Ⅳ级成矿带。以期为矿产勘查和地质大调查工作部署提供新的思路和依据