关于求解碾磨机运动问题的相关讨论     

饶黄云  饶瑞昌 《华东地质学院学报》2006,29(3):298-300

针对关于求解碾磨机上一点运动的速度及加速度的问题展开讨论,从运动的不同角度考虑,给出了n种不同的解法。并将此问题拓展到一般情况下进行讨论,得出正确结论。并就一些相关问题进行了分析和解释。  相似文献   

济阳坳陷孤南洼陷低熟油成藏特征   总被引：8，自引：0，他引：8  

陈建渝  田波等 《地球科学》2002,27(4):435-440

孤南洼陷具有丰富的低熟油资源，低熟油中的生物标志物以高伽玛蜡烷含量，植烷优势，低成熟度为特征。下第三系沙一段是低熟油的源岩，其岩性为富含藻类有机质的油页岩，油泥岩，低熟油在平面上环生烃洼陷分布，剖面上层位集中在沙二－沙一段，断层控制了低熟油的运移距离和聚集层位，低熟油的成藏模式有3种，即自源侧向运移聚集成藏，自源断层垂向运聚成茂混合运取成藏模式。孤南洼陷低熟油盆地内部以侧向运移，侧向充注入岩性－断块圈闭为主，形成单源油藏。在断藏带原油是以垂向运移及垂向充注断块圈闭为主，形成混源油藏。  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF     

Chunxiang Li 《地震工程与结构动力学》2002,31(4):897-919

Multiple tuned mass dampers (MTMD) consisting of many tuned mass dampers (TMDs) with a uniform distribution of natural frequencies are taken into consideration for attenuating undesirable vibration of a structure under the ground acceleration. A study is conducted to search for the preferable MTMD which performs better and is easily manufactured from the five available models (i.e. MTMD‐1 – MTMD‐5), which comprise various combinations of the stiffness, mass, damping coefficient and damping ratio in the MTMD. The major objective of the present study then is to evaluate and compare the control performance of these five models. The structure is represented by its mode‐generalized system in the specific vibration mode being controlled by adopting the mode reduced‐order approach. The optimum parameters of the MTMD‐1 – MTMD‐5 are investigated to reveal the influence of the important parameters on their effectiveness and robustness using a numerical searching technique. The parameters include the frequency spacing, average damping ratio, tuning frequency ratio, mass ratio and total number. The criteria selected for the optimum searching are the minimization of the maximum value of the displacement dynamic magnification factor (DDMF) and that of the acceleration dynamic magnification factor (ADMF) of the structure with the MTMD‐1 – MTMD‐5 (i.e. Min.Max.DDMF and Min.Max.ADMF). It is demonstrated that the optimum MTMD‐1 and MTMD‐4 yield approximately the same control performance, and offer higher effectiveness and robustness than the optimum MTMD‐2, MTMD‐3, and MTMD‐5 in reducing the displacement and acceleration responses of structures. It is further demonstrated that for both the best effectiveness and robustness and the simplest manufacturing, it is preferable to select the optimum MTMD‐1. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

1987年8月2日江西省寻乌MS5.5级地震的震害与烈度分布     

黄莉菁  黄昭  郑师春 《华南地震》2002,22(4):1-8

从寻乌5.5级地震的地震地质构造背景，宏观震害考察结果。结合近场强地面运动观测中几次较大地震的加速度峰值。分析宏观烈度分布特征。认为烈度分布特征除了受构造控制外，还与地形，地基土质条件有关，极震区长轴方向显示鸡笼嶂-寻乌-八尺北西向断裂是寻乌地震的主要发震断层，发震构造受控于华南块体构造应力场，发震区处于北北东向河源-邵武断裂中段和东西向断裂交汇部位。  相似文献   

Evaluation of the seismic hazard of Lebanon     

M. Harajli  S. Sadek  R. Asbahan 《Journal of Seismology》2002,6(2):257-277

This paper presents the results of a study undertaken todetermine the seismic hazard of Lebanon. The seismic hazard evaluation wasconducted using probabilistic methods of hazard analysis. Potential sourcesof seismic activities that affect Lebanon were identified and the earthquakerecurrence relationships of these sources were developed from instrumentalseismology data, historical records, and earlier studies undertaken toevaluate the seismic hazard of neighboring countries. The sensitivityof the results to different assumptions regarding the seismic sources in theLebanese segment and choice of the attenuation relationship wasevaluated. Maps of peak ground acceleration contours, based on 10percent of probability of exceedance in 50 years and 100 years time spans,were developed.  相似文献   

未熟-低熟油流体特征--以济阳坳陷古近系为例   总被引：1，自引：1，他引：1  

施继锡  余孝颖 《矿物岩石地球化学通报》2003,22(4):314-318

对济阳坳陷古近系储层中流体包裹体的研究进一步证明，其油气属未熟—低熟油气。除了油藏埋深浅、地层时代新、为自生自储同生油藏外，还具下列特征：油气生成温度低，包裹体均一温度范围为53～115℃；处于低演化阶段，储层中主要的包裹体类型是纯液态烃包裹体及纯液体盐水溶液包裹体。包裹体烃类成分中重烃及丁烷含量高，重烃平均占总烃的52．14％，丁烷平均占总烃的14．46％；流体压力高，估算的流体压力范围是10．0～40．5MPa；盐度较高；还原环境；古地温梯度高，为3．830℃／100m等流体特征。研究结果为该坳陷油气成因及识别未熟—低熟油成油物理化学条件等提供了信息。  相似文献   

渤海湾老狼坨子海岸带^14C,^137Cs、^210Pb测年与现代沉积速率的加速趋势   总被引：10，自引：5，他引：10  

王宏 姜义李建芬  夏威岚M．VanStrydonck S．L．Goodbred 康慧 《地质通报》2003,22(9):658-664

通过对渤海湾西岸L剖面中同一关键层的碳酸钙和原生腹足类壳债权的^14C测年对比研究，确定了晚全新世的2800cal BP的层位及沉积速率0.045cm/a;8个样柱的^137Cs和^210Pbex强度、蓄积量揭示了距今约120年来堤后盐沼的平均沉积速率约为0.35cm/a，而面向开放海湾的潮坪上部则达到约2-3cm/a。研究区近1个世纪以来沉积速率的加速趋势，是渤海湾西岸泥质海岸带的特征之一。  相似文献   

随机地震动模拟的时间序列法及其工程应用   总被引：3，自引：0，他引：3  

胡孔国  陈小兵  岳清瑞 《世界地震工程》2003,19(1):141-153

系统研究了AR和ARMA时间序列方法生成给定加速度功率谱人工地震波的新方法，根据相应理论编制了程序，并生成了人工地震加速时程曲线，然后用生成的人工地震波进行结构动力时程分析，与实际地震波分析的结果进行了对比，计算结果表明，本文用于合成人工地震波的方法是可行的，生成的人工波可以用于实际结构的地震反应分析。  相似文献   

医院住院部大楼抗震性能评价   总被引：1，自引：0，他引：1  

王国新  李宏男  肖诗云  张璟玮 《世界地震工程》2003,19(2):102-107

以某医院住院部大楼为例进行结构抗震性能评价，首先分析了场址的地震环境，开展了地震危险性分析工作，合成了不同地震危险水平下的地震动加速度时程。进而，通过对结构的模型简化，应用时程分析方法分析结构的抗震性能，得出了一些对其改造加固有意义的结论。  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters     

Chunxiang Li  Yanxia Liu 《地震工程与结构动力学》2003,32(5):671-690

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