某周期比超限偏心结构地震反应控制分析

本文以周期比超限的某偏心结构工程为研究背景,基于SAP2000建立三维有限元模型,采用黏滞阻尼器、黏弹性阻尼器、软钢阻尼器、复合铅黏弹性阻尼器和钢支撑五种减震方案对其进行扭转控制,针对不同扭转控制方案分别进行了模态分析、反应谱分析和动力时程分析,对比研究了多遇地震作用下各控制方案的周期比、层间位移、支撑内力及阻尼器的耗能能力。研究表明:五种控制方案均具有有效抑制结构扭转振动响应的能力,降低结构的最大层间位移角,并使之满足规范要求;后四种控制方案能明显减小结构的周期比,将结构第一扭转反应控制在第三振型;对于此类偏心结构体系的扭转振动控制,本文建议阻尼器设置应尽量远离刚度中心,以达到最佳扭转控制效果。     

用相位感应测井数据反演地层电阻率和介电常数

基于相位感应测井的两个接收线圈获取的总场相位差和幅度比曲线,在二维轴对称非均匀介质中同时反演地层电阻率和介电常数. 通过相位差和幅度比测井曲线提取地层纵向边界位置的初始值,利用测井响应方程和变分原理建立反演方程,然后采用共轭梯度(CG)法进行求解. 对多层地层的电阻率、介电常数和纵向边界位置进行整体反演,模拟计算结果表明了方法的可行性.     

Geochronology of mineralization and tectonic setting of Baishidong skarn-type iron deposit in Helong area of Yanbian,Jilin Province,NE China

The Baishidong iron deposit is the only skarn-type iron deposit discovered in the study area. According to mineral assemblage and paragenesis, the mineralization can be divided into four metallogenic stages: early garnet-diopside skarn stage, late magnetite-tremolite-epidote skarn stage, early quartz-pyrite-chalcopyrite stage and late quartz-calcite-pyrite stage. Through LA-ICP-MS zircon U-Pb dating of diorite, which is closely related to mineralization, the results show that the weighted average age is 164.6±1.4 Ma, which limits the mineralization time of Baishidong iron deposit during or slightly later than Middle Jurassic. The diorite rocks are rich in sodium(Na_2O/K_2O=1.24--1.76), aluminium(Al_2O_3=17.41%--18.76%), LREE and large-ion lithophile elements(Ba, K and Sr), depleted in HREE and high-field-strength elements(Y, Nb, Ta, P and Ti), and show strongly fractionated patterns(LREE/HREE=6.58--9.93), no apparent Eu anomalies(δEu=0.91--1.13), which shows similar characteristics to island arc or active continental margin arc magma. The zircon εHf(t) values range from-22.6 to 5.9, and the age of the two-stage model(t_(DM2)) is 836--2 633 Ma. Above data combined with the geochemical characteristics, it is indicated that the magma was a mixture of multiple sources, composed of ancient materials and newly formed crust. During the process of evolution and ascending of magma, separation and crystallization occurred, and a large amount of continental crust material was mixed at the same time. Combined with regional tectonic evolution, the formation of this deposit may be related to the westward subduction of the Paleo-Pacific Plate to the Eurasian Plate.     

西沙海区新近纪碳酸盐岩台地地震响应特征和控制因素

利用西沙海域最新采集的高分辨率二维地震资料及钻井资料,结合前人研究成果,建立了西沙海区高精度层序地层格架;并在西沙海区新近纪识别出点礁、塔礁、台地边缘礁和环礁这4种不同类型生物礁,总结了不同生物礁的地震反射特征。早中新世时,西沙碳酸盐岩台地开始发育,台地数量较少且规模有限;中中新世,随着海平面的持续上升,海平面上升速率和碳酸盐岩的生长速率接近,此时碳酸盐岩台地发育规模达到最大;晚中新世以后,海平面继续上升,海平面上升速率远大于碳酸盐岩的生长速率,随着水深的快速增加,台地进入淹没阶段,不适合碳酸盐岩台地及生物礁发育,仅在部分构造高部位继续发育,生物礁主要为大型的环礁。控制西沙碳酸盐岩台地发育的影响因素为构造作用和相对海平面变化。     

黄土丘陵沟壑区坡面土壤侵蚀的临界坡度

坡度是重要的地貌因子.采用岔巴沟径流场和王家沟径流场资料,首先研究坡度与最大30 min雨强(I30)对土壤侵蚀影响,然后确定了主导侵蚀为溅蚀片蚀与主导侵蚀为细沟侵蚀之间的临界雨强,最后探讨了不同侵蚀类型下的临界坡度.结果表明:1.坡度与降雨强度存在明显的交互作用,随着坡度的增大,雨强对土壤侵蚀的影响增大;2.团山沟的溅蚀片蚀与细沟之间的临界I30为0.31 mm/min,同时,该临界雨强不是一定值,受下垫面因素等影响而具有一定的波动范围;3.以溅蚀片蚀为主时,土壤侵蚀存在一个＜31°的临界坡度,侵蚀模数随坡度的变化趋势与径流模数随坡度变化的趋势相同,从9°～31°土壤侵蚀模数随坡度增加是先增加后减小;以细沟侵蚀为主时,在9°～31°间土壤侵蚀不存在临界坡度,土壤侵蚀模数随坡度的变化趋势与径流含沙量随坡度变化的趋势相同,从9°～31°土壤侵蚀模数随坡度增加先逐渐增加后缓慢增加,临界坡度＞31°.     

Stability analysis and treatment of No.2 dump of Nanfen iron mine

On the basis of the study on the engineering geological characteristics of No.2 dump of Nanfen iron mine and the analysis of the failure mode of dump landslide, the stability of the present dump, the stability of the dump 20 years later and the stability of double-bench dump are analyzed. Then, the debris flow risk is evaluated by fuzzy mathematics method. Finally, the comprehensive treatment for the dump is suggested. It is concluded that ① In rainy and snowmelt period, the stability would be decreasing sharply when ground water is not drained out in time; ② Double-bench dumping mode will improve stability of the dump little; ③ Debris flow risk is middle danger. The interim debris flow with medium scale may occur. ④ Monitoring, draining and baffling work ought to be well done. ⑤ In order to prevent the damage of landslide and debris flow, three measures are adopted, including setting rockfall net, setting the debris flow barrier and removing the residents.     

基于ArcGIs Engine的专题图模块的设计与实现

介绍了深圳市警用地理信息系统中的专题图模块的设计与开发。该模块基于ArcGISEngine二次开发平台,在VB6.0开发环境下开发实现,具有功能强大、操作简单、灵活、使用方便等特点,对同类系统中的专题图模块特别是强调符号化渲染功能及渲染灵活性的模块的设计与实现具有较好的参考价值。     

基于纹理谱的遥感影像纹理分析方法

重点论述了如何运用纹理谱的方法对遥感图像进行纹理分析。通过对不同地物图像进行试验,借助计算机语言实现了各类地物图像的纹理谱特征图的计算显示,并对其进行分析比对,最终达到区分识别各类地物的目的。     

新疆天山地区强震前地震条带不清晰的原因初探

新疆地区在强震前地震条带不明显.本文对比分析了新疆天山与川滇地区区域构造背景和地震震源机制解,得到:①新疆天山地区区域地震构造以逆冲型为主,而川滇地区区域地震构造以走滑型为主.②1970年以来的天山地区中强地震以逆断层和走滑型地震类型为主,走滑型地震多数包含较大的倾滑分量;而川滇地区6级强震以走滑型地震类型为主,地震主要以水平错动为主.认为弱震条带适用于以水平剪切错动为主的地震,而新疆天山地区地震倾滑分量较大,因此中强地震前弱震条带图像不清晰,中短期地震预报意义不显著.