甚宽频带数字地震仪震级偏差的初步研究     

陈建军许玉红  陈兰新 《高原地震》2003,15(1):40-43

仅对高台地震台数字地震仪记录的震级与标准震级的偏差问题进行了分析。  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   

System identification of instrumented bridge systems     

Yalin Arici  Khalid M. Mosalam 《地震工程与结构动力学》2003,32(7):999-1020

Several recorded motions for seven bridge systems in California during recent earthquakes were analysed using parametric and non‐parametric system identification (SI) methods. The bridges were selected considering the availability of an adequate array of accelerometers and accounting for different structural systems, materials, geometry and soil types. The results of the application of SI methods included identification of modal frequencies and damping ratios. Excellent fits of the recorded motion in the time domain were obtained using parametric methods. The multi‐input/single‐output SI method was a suitable approach considering the instrumentation layout for these bridges. Use of the constructed linear filters for prediction purposes was also demonstrated for three bridge systems. Reasonable prediction results were obtained considering the various limitations of the procedure. Finally, the study was concluded by identifying the change of the modal frequencies and damping of a particular bridge system in time using recursive filters. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

自然与农田状态下照度计测光的偏差分析   总被引：2，自引：0，他引：2       下载免费PDF全文

王谦  陈景玲  吴明作  董中强 《气象》2003,29(3):8-11

根据色度基本原理，推导并计算了不同天气类型下照度的换算因数，并在不同天气类型下，对自然光和小麦群体不同高度透光情况进行了测定，将照度计实测照度换算出的辐射强度与实测辐射强度进行对比。结果表明：①前两种照度计可以在1、2级日光状况下用于太阳辐射测定而在3、4级日光状况下误差较大。②在作物田中，实测照度换算为辐射光量子数时，内活动面偏差比在0.2左右，而外活动面因光斑阴影作用，偏差较大，实测时应增加重复。  相似文献   

2002年南宁不同下垫面温度及紫外线辐射强度评价     

李雄  梁丽妮 《气象研究与应用》2003,24(2):31-32

对南宁2002年沥青、水泥等不同下垫面温度观测资料和紫外线辐射强度观测资料进行分析,结果表明:沥青、水泥日最高温度均比同期气温明显偏高;南宁属紫外线高辐射地区。  相似文献   

应用Kriging方法研究格尔木河流域地下水位动态观测网的优化配置   总被引：4，自引：0，他引：4  

宋儒 《中国煤田地质》1997,(4)

地下水动态是水文地质研究的一个重要方面，如何获满足一定精度要求全面而合理的地下水位动态资料具有现实经济效益。本文研究格尔木河流域地下水位动态测网，通过选取理想的变差函，运有Ｋｒｉｇｉｎｇ方法进行地下水位的线性无偏最优估计和计算估计误差的标准差，结合给定的允许误差限评判地下水位动态观测网的配置是否合适，并提出调整现有观测网的方案  相似文献   

大地电磁场的两种大震短临异常   总被引：1，自引：0，他引：1       下载免费PDF全文

安海静  赵家骝  赵和云  刘宝勤 《地震工程学报》2004,26(2):168-173

根据中法电磁合作台运行6年的资料，在年变形态对比的基础上合理地选取有效测道值构建了相应的时间序列图。从中发现昆仑山口西8．1级大震前一个多月时间中，正常大地电磁场中叠加间歇性畸变干扰，按形态分为‘阶跃突跳’、‘单尖突变’两种类型。简略地讨论了产生两种异常现象的可能机制。  相似文献   

由分段供水向全天候供水的可行性研究 --以赵各庄矿为例     

曹永祥  戚春前 《中国煤田地质》2004,16(Z1):40-42

根 据 开 滦 集 团 赵 各 庄 矿 业 公 司 水 文 地 质 情 况 和 居 民 用 水 的 现 状 ,提 出 全 天 供 水 的 新 观 念 ,即 将 全 年 需 集 中强 排 的 水量 变 为 人 们日 常 生 活 的用 水 量 ,既 解 决 了 分 时 间 段 供 水 给 职 工 生 活 造 成 的 不 便 ,提 高 了 人 们 的 生 活 质 量 ,又 合理 的 利用 了水 资 源,而且 还可 以 降低 奥灰 水 对安 全生 产 的威 胁。  相似文献   

Average recurrence intervals of strong earthquakes and potential risky segments along the Taiyuan-Linfen portion of the Shanxi graben system   总被引：1，自引：0，他引：1  

易桂喜  闻学泽  徐锡伟 《地震学报(英文版)》2004,17(4):426-437

Introduction In AD 1303, the great Hongtong, Shanxi, earthquake of magnitude 8 caused a very serious disaster, which killed over one hundred thousands people at least (Department of Earthquake Dis- *aster Prevention, State Seismological Bureau, 1995). On the occasion of commemorating this ca-tastrophe having occurred for 700 years, we have important problems that need to be answered: How long the average recurrence interval of the grea…  相似文献   

基于灰关联分析的GPS高程拟合加权平均函数模型权函数优选   总被引：6，自引：0，他引：6  

邱斌  朱建军 《测绘信息与工程》2004,29(1):13-14

基于灰色系统理论的灰关联分析方法,提出了权函数的优选方法,实例分析表明其具有较好的实用价值.  相似文献