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51.
The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1~US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
52.
Shear‐wall dominant multistorey reinforced concrete structures, constructed by using a special tunnel form technique are commonly built in countries facing a substantial seismic risk, such as Chile, Japan, Italy and Turkey. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code (International Conference of Building Officials, Whittier, CA, 1997) and the Turkish Seismic Code (Specification for Structures to be Built in Disaster Areas, Ankara, Turkey, 1998) present limited information for their design criteria. In this study, consistency of equations in those seismic codes related to their dynamic properties are investigated and it is observed that the given empirical equations for prediction of fundamental periods of this specific type of structures yield inaccurate results. For that reason, a total of 80 different building configurations were analysed by using three‐dimensional finite‐element modelling and a set of new empirical equations was proposed. The results of the analyses demonstrate that given formulas including new parameters provide accurate predictions for the broad range of different architectural configurations, roof heights and shear‐wall distributions, and may be used as an efficient tool for the implicit design of these structures. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
53.
深圳市东湖矿泉水形成机理探讨   总被引:5,自引:0,他引:5  
深圳市东湖矿泉水是自然界十分稀少的锶—锌—偏硅酸碳酸复合型矿泉水,通过对矿泉水赋存地的地质与水文地质条件的分析,并结合其水文地球化学特征,认为东湖矿泉水形成的主要控制性因素是构造作用和变质作用;在特定的水文地质条件下,深部碳酸盐类岩石受热硅化变质而产生大量CO2气体,使得各种化学元素在含有大量CO2的地下水的溶滤作用下不断迁移和富集而形成该区地下水中良好的元素组合。在其特征成分中,偏硅酸来自裂隙渗透水的溶滤和岩浆期后热液水的作用,微量元素锶主要来源于钾长石、钙长石,锌则主要来自岩浆活动以及岩脉中的黑云母、角闪石、辉石等铁镁硅酸盐矿物;并认为目前矿泉水含水层仍处于良好的地质环境保护下。  相似文献   
54.
基于遗传算法的最优证券投资组合模型   总被引:2,自引:0,他引:2  
为了研究能使风险损失率最小、收益最大的最优证券投资组合问题,首先提出了多目标规划模型,并采用模糊优选法将多目标模型单目标化。随后尝试采用遗传算法来对其求解,给出了模型的遗传算法编码规则和算法步骤。最后通过实例论证了模型的合理性及遗传算法的有效性。  相似文献   
55.
前驱地震波的试验研究及波谱分析   总被引:5,自引:1,他引:5  
研究了含预置裂纹的有机玻璃试样在加载实验过程中,大破裂之前出现的长周期、小振幅低频事件,并与大地震前可能出现的同类现象(即前驱地震波)进行了对比研究,根据波形记录和频谱分析得出:前驱地震波是地壳介质的长周期波动,是一种客观存在的前兆特征,具有短临前兆意义。  相似文献   
56.
影响上海市地价空间分布的区位因子分析   总被引:28,自引:5,他引:28  
杜德斌  徐建刚 《地理学报》1997,52(5):403-411
本文采用GIS技术和多元线性回归分析方法,以土地批租地块为样本,分析上海市地价与城市区位因子的线性关系。回归分析结果表明;南京路,市中心和淮海路是影响上海市寺价空间差异的主要区位因子,外滩,次级商业中心和交通结节点对地价的影响很小,表明上海市地价的空间分布具有很高的向心性。  相似文献   
57.
热液中二氧化硅与成矿元素锡络合作用的实验标定   总被引:2,自引:0,他引:2  
热液中二氧化硅与成矿元素锡络合作用的实验标定*樊文苓陈紫新王声远田弋夫(中国科学院矿床地球化学开放研究实验室,贵阳550002)关键词锡石溶解度二氧化硅的络合作用迁移形式前人对锡在流体中迁移形式的实验研究和热力学计算表明,锡(Ⅱ)的多种氯络合物是高温...  相似文献   
58.
运用X射线衍射和多重峰分离程序解析高岭石的结构缺陷   总被引:4,自引:0,他引:4  
姚林波  高振敏 《矿物学报》1996,16(2):132-140
本文尝试运用X射线衍射与多重峰分离方法研究高岭石的结构缺陷,重新评价了Hinckley(1963)结晶指数(HI),运用02,11区域对(111)和(111)峰的分峰结果,定义了新的结晶度指数:CI=(I111+I111)/I110,它完全以衍射峰的强度进行计算,较灵敏地反映出高岭石真实的结构信息,探讨了高岭石结晶度与高峰石对称性,有序度以及与高岭石Pb/3滑移缺陷的关系,结果证明高岭石结晶度越高  相似文献   
59.
东亚陆缘扩张带──一条离散式大陆边缘成因的探讨   总被引:19,自引:11,他引:19  
亚洲东部大陆边缘,介于大陆与大洋之间,存在着一条巨型的“沟弧盆”地带。该构造带的出现是亚洲大陆岩石圈演化-运动史上的重大事件之一,它的成因问题流行假说颇多,本文侧重从亚洲东部壳体演化运动历史背景的分析入手,探讨该构造带形成时期的历史动力环境,地壳结构及性质、壳体演化过程的特点,以及壳体增生扩展过程等,阐明了它是由于东亚陆缘扩张所成。并探讨了该陆线扩张带的形成与壳体演化运动的关系及其扩张机因。研究表明:亚洲陆缘扩张带的形成机理,并非“洋壳俯冲、弧后引张”所致。它们主要是陆缘壳体上的大陆类型活动区(华夏地洼型造山带),在其发展的余动期,由于陆缘扩张及陆壳薄化所致。作者认为,从壳体大地构造学这一新思路入手,对该陆缘扩张带成因的深入研究,有助于正确认识该大陆架上广泛分布的有色、稀有金属内生矿床,以及泥炭、褐煤、油气田的构造类型、特点、分布规律及其经济价值。  相似文献   
60.
A suite of rocks from Borra Carbonate Granulite Complex (BCGC) in the Eastern Ghats granulite belt displays superposed structures and overprinted mineral assemblages that reveal multiple episodes of tectonothermal reworking of the complex under granulite facies condition. Five distinct episodes of deformation (D1, D2, D3, D4 and D5) and four phases of metamorphism (M1, M2, M3 and M4) are recorded. The signature of the earliest tectonothermal event, D1 is a gneissic foliation (S1) denned by segregation of peak granulite facies mineral assemblages corresponding to prograde M1 metamorphism. M2 metamorphic overprint represents an episode of near-isobaric cooling of the complex under a static condition. D2 represents an episode of ductile deformation manifested by isoclinal folding (F2) and associated extensional structures, within a broad framework of coaxial bulk deformation. The present study reveals that D2 took place subsequent to M2 - Subsequent deformation, D3, produced F3 folds and also deformations of boudins formed during D2. M3, which is synchronous with F3, represents a near isothermal decompression of the BCGC. This was followed by a weak structural readjustment (D4), producing E-W cross folds. The latter was not, however, associated with any recognizable petrological reworking. In the terminal events, deformation (D5) and mineral reactions (M4) were localized along narrow intersecting shear zones. The latter acted as channelways for carbonic and still later hydrous fluid infiltration. The available thermobarometric data from BCGC and other areas of the Eastern Ghats belt reveal that reworking during M2 and M3 ensued in a thermally perturbed regime. The high thermal regime might also have persisted during carbonic fluid infiltration related to terminal reworking (M4).  相似文献   
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