基于GM(1,1)优化模型的岩石边坡变形预报     

巫德斌  徐卫亚 《地质灾害与环境保护》2002,13(4):60-63

岩石边坡系统是一典型灰色系统，其变形发展过程可以用灰色预测模型完成。尽管传统GM（1，1）模型预测有很多成功的实例，但是也存在一些预测偏差过大的情况，必须对其进行优化。逐步迭代法GM（1，1）模型不仅收敛速度快，而且与原始数据库序列的凹凸性保护一致。利用自编的计算程序对马步坎边坡预测测点G1沉降和开裂进行预测分析，结果表明逐步迭代法GM（1，1）优化模型计算精度较传统GM（1，1）模型和背景构造法GM（1，1）优化模型高，较好地反映了岩石边坡的变形趋势。  相似文献   

新疆矿山地区环境地质问题探讨   总被引：2，自引：0，他引：2       下载免费PDF全文

赵杰 《地质找矿论丛》2002,17(4):277-281

新疆矿产资源极为丰富，矿业开发带动了地区经济的发展，但由于人为不合理开发，加上地区脆弱的生态环境，导致了资源破坏、地质灾害和环境污染等一系列的环境地质问题。引起矿山地区环境恶化的主要原因有历史因素、政策、经济技术、地方保护主义及环保意识差等。随着西部大开发，我国将进一步加大矿业开发力度，走出“先开发、后治理”的误区，使矿业开发和环境保护健康协调发展。  相似文献   

福州地热XG3深井应用气举反循环施工技术     

翁时瑞 《福建地质》2002,21(3):169-171

介绍了福州地热XG3深井采用气举反循环施工技术的实践过程和应用效果。  相似文献   

东海陆缘(闽北段)晚第四纪沉积的硅藻学研究   总被引：10，自引：1，他引：10  

王开发  支崇远  郑玉龙  王洪根 《沉积学报》2002,20(1):136-143

对东海陆缘 (闽北段 )晚第四纪沉积 4口钻井岩心进行系统的硅藻分析研究,获得丰富的硅藻化石,共发现硅藻 117种和变种,分属于 33个属。根据剖面硅藻组合特征变化,结合最优分割法和对应序分法的计算机运算结果,可以详细划分为 12个硅藻带,自下而上为 :1.Cascinodiscusargus-Cos.wittiomus-Cyclotellastriata硅藻带,2.Cos.blandus-Cyclotellastriata硅藻带,3.Cos.excentricus-Trbliepteychuscocconiformis硅藻带,4.Gomphonema-Cos.blandus-Actnolychusralfsii硅藻带,5.Cos.-Cyclotellastriata-Actinocyclusralfsii硅藻带,6.Cos.-Actinolychusralfsii硅藻带,7.贫乏硅藻带,8.Cos.lineatus-Cos.rothii-Actinolyclusralfsii硅藻带,9.Gomphonema-Cyclotellastriata-Cocconeisplacentulavareuglypta硅藻带,10.Cos.rothii-Cyclotellastriata-Actinolychusralfsi,11.Cymbel laaffinis-Cyclotellastriata-Gomphonema硅藻带,12.Coscinodiscuswittinus-Cyclotellastriata-Epithemiahynd manii硅藻带,建立了该区晚第四纪硅藻组合序列,并探讨其相应的古环境演变。  相似文献   

Structural damage detection using the optimal weights of the approximating artificial neural networks     

Shih‐Lin Hung  C. Y. Kao 《地震工程与结构动力学》2002,31(2):217-234

This work presents a novel neural network‐based approach to detect structural damage. The proposed approach comprises two steps. The first step, system identification, involves using neural system identification networks (NSINs) to identify the undamaged and damaged states of a structural system. The partial derivatives of the outputs with respect to the inputs of the NSIN, which identifies the system in a certain undamaged or damaged state, have a negligible variation with different system errors. This loosely defined unique property enables these partial derivatives to quantitatively indicate system damage from the model parameters. The second step, structural damage detection, involves using the neural damage detection network (NDDN) to detect the location and extent of the structural damage. The input to the NDDN is taken as the aforementioned partial derivatives of NSIN, and the output of the NDDN identifies the damage level for each member in the structure. Moreover, SDOF and MDOF examples are presented to demonstrate the feasibility of using the proposed method for damage detection of linear structures. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Comparative response analysis of conventional and innovative seismic protection strategies     

S. Bruno  C. Valente 《地震工程与结构动力学》2002,31(5):1067-1092

The paper presents a numerical investigation aimed at evaluating the improvements achievable through devices for passive seismic protection of buildings based on the use of shape memory alloys (SMA) in place of conventional steel or rubber devices. To get some generality in the results, different resisting reinforced concrete plane frames were analysed, either protected or not. ‘New’ and ‘existing’ buildings were considered depending on whether seismic provisions are adopted in the building design or not. Base isolation and energy dissipation were equally addressed for both conventional and innovative SMA‐based devices. Fragility analyses were performed using specific damage measures to account for comparisons among different damage types; the results were then used to estimate quantitatively the effectiveness of the various protection systems. More specifically, the assessment involved a direct comparison of the damage reduction provided by each protection system with respect to the severe degradation experienced by the corresponding non‐protected frame. Structural damage, non‐structural damage and damage to contents were used on purpose and included in a subsequent phase of cost analysis to evaluate the expected gains also in terms of economic benefits and life loss prevention. The results indicate that base isolation, when applicable, provides higher degrees of safety than energy dissipation does; moreover, the use of SMA‐based devices generally brings about better performances, also in consideration of the reduced functional and maintenance requirements. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures     

A. S. Ahlawat  A. Ramaswamy 《地震工程与结构动力学》2002,31(7):1459-1479

Structural vibration control using active or passive control strategy is a viable technology for enhancing structural functionality and safety against natural hazards such as strong earthquakes and high wind gusts. Both the active and passive control systems have their limitations. The passive control system has limited capability to control the structural response whereas the active control system depends on external power. The power requirement for active control of civil engineering structures is usually quite high. Thus, a hybrid control system is a viable solution to alleviate some of the limitations. In this paper a multi‐objective optimal design of a hybrid control system for seismically excited building structures has been proposed. A tuned mass damper (TMD) and an active mass driver (AMD) have been used as the passive and active control components of the hybrid control system, respectively. A fuzzy logic controller (FLC) has been used to drive the AMD as the FLC has inherent robustness and ability to handle the non‐linearities and uncertainties. The genetic algorithm has been used for the optimization of the control system. Peak acceleration and displacement responses non‐dimensionalized with respect to the uncontrolled peak acceleration and displacement responses, respectively, have been used as the two objectives of the multi‐objective optimization problem. The proposed design approach for an optimum hybrid mass damper (HMD) system, driven by FLC has been demonstrated with the help of a numerical example. It is shown that the optimum values of the design parameters of the hybrid control system can be determined without specifying the modes to be controlled. The proposed FLC driven HMD has been found to be very effective for vibration control of seismically excited buildings in comparison with the available results for the same example structure but with a different optimal absorber. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

全谱直读等离子发射光谱法直接测定天然矿泉水中的SO2-4   总被引：2，自引：0，他引：2  

查立新  刘洪青  马玲  戴先蓉 《安徽地质》2002,12(1):75-77

采用全谱直读等离子发射光谱(ICP-AES)直接测定天然矿泉水中SO2-4的方法在优化工作条件下SO42-的测定下限为0.09mgL-1,方法简便,快速,适用于批量生产.  相似文献   

东太平洋573孔始新世末渐新世纪地层特征及稀土元素地球化学     

尹延鸿  王玉荣等 《吉林大学学报(地球科学版)》2002,32(1):29-33

根据深海钻探样品分析，对东太平洋地区573孔始新世末渐新世初的地层进行了研究，尤其是研究了其稀土元素地球化学特征。各层球粒陨石标准化值曲线平缓，重稀土相对富集，各层Ce严重亏损（第2层轻度亏损），各层的Eu仅轻度亏损。始新世与渐新世的界线地层含钨粘土层的稀土元素含量明显比其它层含量高得多。此外，该层还富含Fe及指示地外成因的Ni、Co、Ir等元素，且底部富含微玻璃陨石。这些特征说明该含金属粘土层的形成与火山活动有显关系，其底部可能还与陨击作用相联系。从区域地质情况来看，始新世末期有明显的生物灭绝和环境变化，微玻璃陨石广泛发育，说明该时期明显的灾变事件发生。  相似文献   

黄骅裂谷盆地第三系水循环和渗流场形成演化的重溯     

汪珊  张宏达  郭贵平 《吉林大学学报(地球科学版)》2002,32(4):369-373

在简述盆地地质环境和含水系统、水文地质期与水压系统类型定位的基础上，通过建立数学模型，采用反演、比拟和地静压力等方法，模拟计算了各研究层在各研究时期泥岩压出水水头值（m),Es^2层的依次为2－28，2－26，2－6，2－16，0．5－3．5；Es^1层的依次为2－42，2－26，2－6，10－54，1－14；Ed层的依次为2－22，2－54，2－12；Ng层的依次为10－24，1－5；Nm层的为12－24。各研究层在各研究时期的压挤式水交替强度均小于1，累加值Es^2,Es^1,Ed层的均大于1，Ng，Nm层的小于1；Ed层渗入水交替强度为0.44。各研究层在各研究时期渗流场的高水压带位置和流动态具有相似性，并均以离心型流动型为主要特征。  相似文献