太湖梅梁湾水体中初级生产力的光学检测   总被引：18，自引：3，他引：15  

杨顶田  陈伟民  陈宇炜  张运林  季江 《湖泊科学》2002,14(4):363-368

研究了1998年5月,10月,12月。1999年8月以及2001年7月和9月的太湖梅梁湾的初级生产力和光照时发现,在不同水层中,20cm左右的水深处初级生产力最大,最大初级生产力与叶绿素a的关系是Pm=0.012[Chla]-0.028[Chla](n=30）,在叶绿素a与光谱之间关系以及初级生产力与光强之间关系的基础上,建立了初级生产力与光谱之间的关系,在蓝光光谱波段和红光光谱波段的Kd较大,较大,而550nm的Kd最小。  相似文献   

中国大陆几次强地震长波辐射异常分析          下载免费PDF全文

郭晓  邹锐  张璇  王莹 《地震工程学报》2019,41(5):1221-1227,1250

大地震前存在长波辐射异常已被许多震例所证实,为进一步分析强地震前的长波辐射异常变化特征,提取其异常的判定指标。以多年静止卫星长波辐射资料（OLR）为基础,应用小波变换和功率谱估计方法对中国大陆6级以上地震进行分析研究。结果表明,6次强地震前三个月内均出现不同程度的长波辐射异常现象,与以前震例分析结果较为一致。空间上在震中及其附近区域异常整体呈现开始-增强-极值-减弱-消失过程,异常最大值时大于多年均值的1倍标准偏差的范围面积达数万到十几万km²,异常最大值时相对功率谱幅值均在10倍以上;时间上震中附近小区域相对功率谱幅值持续偏离多年均值的1倍标准偏差,持续偏离时间介于40~75天。这些强地震的异常判定指标具有短期预测指示意义。  相似文献   

地震频谱特性对高速列车车体振动的影响分析     

李娆饶  郭恩栋  孙逊 《地震工程与工程振动》2019,39(1):189-198

为研究不同频谱特性的地震作用对高速列车振动的影响,本文建立31自由度的机车模型,利用三角级数法生成轨道不平顺。通过在水平、竖直两个方向输入不同频谱特性的三条地震波,主要从频域角度分析总结了不同车速和不同地震峰值加速度下车体的垂直和横向加速度。结果表明,地震对车体横向振动的影响大于垂向;地震动的低频成分居多时,会使得车体振动响应增大。地震峰值加速度对车体振动有较大影响且车速和地震峰值加速度共同控制车体的横向和垂向振动主频。列车运行时,若遇到卓越频率低且峰值加速度较大的地震激励。  相似文献   

A prediction model for frequency spectrum of blast‐induced seismic wave in viscoelastic medium          下载免费PDF全文

Chenglong Yu  Zhongqi Wang  Wengong Han 《Geophysical Prospecting》2018,66(Z1):87-98

A prediction model for frequency spectrum of blast‐induced seismic waves is established. The effect of explosive sources is considered in this model. Our model implies that the frequency spectrum of blast‐induced seismic wave is mainly influenced by the initial pressure and the adiabatic exponent of explosives. The dominant frequency increases with the decreasing of initial pressure or the increasing of adiabatic exponent. In addition, this prediction model is verified by the experiment. The error of the dominant frequency is 4%–6%. It is indicated that the proposed model in this paper can reasonably predict the frequency spectrum of blast‐induced seismic waves, and then, we can provide a better frequency spectrum by optimizing the explosion source.  相似文献   

地震反应分析中输入界面的选取对地表地震动参数的影响          下载免费PDF全文

方怡  吕悦军  彭艳菊  陈国兴 《地震工程学报》2018,40(6):1174-1182

地震反应分析中输入界面选取合理与否对设计地震动参数有重要影响。基于唐山地区钻孔剖面,分别选取剪切波速为500m/s的硬黏土和800m/s的岩石顶面作为基岩输入界面,采用一维等效线性化方法讨论中硬场地输入界面的选取对地表地震动参数的影响,结果表明:(1)地表峰值加速度放大倍数及地表加速度反应谱特征周期都随输入界面深度的增加而递增,且这种递增与输入地震动的强度及频谱特性都有密切联系;(2)随着输入界面深度的增加,地表加速度反应谱几乎全频段内增大,仅在短周期内出现减小的情况,但幅度十分有限;(3)中硬场地地震反应分析中基岩输入界面宜取剪切波速为800m/s的土层顶面。  相似文献   

地震台站台基噪声功率谱概率密度函数Matlab实现   总被引：3，自引：3，他引：0  

谢江涛  林丽萍  谌亮  赵敏 《地震地磁观测与研究》2018,39(2):84-89

选取2015年四川数字测震台网中筠连和华蓥山地震台记录的垂直分向连续波形数据,利用Matlab软件,计算地震台站台基噪声功率谱概率密度函数,分析地震台站环境噪声特征。结果表明,台站环境噪声功率谱密度概率密度分布对地震事件波形（体波、面波）、人为噪声（台站周围人为活动、车辆及机器噪声等高频干扰）、系统瞬变（数据丢失、地震计小故障）以及仪器标定信号等反映较好。使用台基噪声功率谱概率密度函数方法,有利于监测地震台站数据记录,提高观测数据质量。  相似文献   

A new model for spectral velocity ordinates at long periods          下载免费PDF全文

Nikhil Samdaria  Vinay K. Gupta 《地震工程与结构动力学》2018,47(1):169-194

The estimation of peak linear response via elastic design (response) spectra continues to form the basis of earthquake‐resistant design of structural systems in various codes of practice all over the world. Many response spectrum‐based formulations of peak linear response require an additional input of the spectral velocity (SV) ordinates consistent with the specified seismic hazard. SV ordinates have been conventionally approximated by pseudo spectral velocity (PSV) ordinates, which are close to the SV ordinates only over the intermediate frequency range coinciding with the velocity‐sensitive region. At long periods, PSV ordinates underestimate the SV ordinates, and this study proposes a formulation of a correction factor (>1) that needs to be multiplied by the PSV ordinates in order to close the gap between the two sets of ordinates. A simple model is proposed in the form of a power function in oscillator period to estimate this factor in terms of two governing parameters which are in turn estimated from two single‐parameter scaling equations. The parameters considered for the scaling equations are (1) the period at which the PSV spectrum is maximized and (2) the rate of decay of the pseudo spectral acceleration (PSA) amplitudes at long periods. For a given damping ratio, four regression coefficients are determined for the scaling equations with the help of 205 ground motions recorded in western USA. A numerical study undertaken with the help of several design PSA spectra and ensembles of spectrum‐compatible ground motions illustrates the effectiveness of the proposed correction factor, together with the proposed scaling models, in comparison with the PSV approximation in a variety of design situations. Both the input parameters mentioned above can be easily obtained from the specified design spectrum, and thus the proposed model is convenient to use.  相似文献   

PET重力仪与CTS-1EF地震计地震波记录特征分析   总被引：1，自引：1，他引：0  

李盛  郭昱琴  张慧  李志雄  彭利媚 《地震地磁观测与研究》2018,39(3):128-133

收集苍梧M 5.2、九寨沟M 7.0和智利M 8.2地震期间琼中基准地震台PET重力仪和CTS-1EF地震计观测数据,对重力资料进行潮汐和零漂改正获得重力残差数据,并对地震计数据求导得到加速度值。对重力残差数据和地震计加速度数据波形及频谱曲线进行对比分析,认为2种观测仪器记录的地震波震相和频谱分析显示的地震波分布频率具有一致性,但九寨沟M 7.0地震和智利M 8.2地震的地震波频率分布存在差异。  相似文献   

两种识别结构模态参数时域法的对比研究          下载免费PDF全文

裴强  刘小庆 《世界地震工程》2018,34(3):061-68

模态参数是有效评估结构安全状况的关键参数,在结构抗震加固和健康诊断领域得到广泛应用。与频域法相比较,时域法直接利用实测的振动信号识别模态参数,不需要进行频域变换,减少数据处理带来的误差,并且可以实现大型结构的在线识别,真实地反应结构的现状。以同济大学12层钢筋混凝土标准框架振动台模型试验完整数据为对象,在详细介绍ITD法和复指数法2种时域法理论的基础上,通过编程选取结构不同测点的振动加速度时程数据,识别了小震和强震工况下12层钢筋混凝土框架模型振动台试验模型的模态频率和阻尼比,并结合移动谱识别结构模态参数的时变特性。结果表明:ITD法和复指数法可有效地识别结构的模态参数,自振频率的识别精度较高,而阻尼比的离散度较大;小震工况频率变化值不大,而强震工况频率值较初始时刻有明显的下降,这与试验现象是吻合的,进一步说明移动谱与这2种时域法相结合可以反应结构在塑性阶段的参数时变特性。  相似文献   

Direct design method based on seismic capacity redundancy for structures with metal yielding dampers          下载免费PDF全文

Linfei Hao  Ruifu Zhang  Kiwoong Jin 《地震工程与结构动力学》2018,47(2):515-534

In this study, a direct static design method for structures with metal yielding dampers is proposed based on a new design target called the seismic capacity redundancy indicator (SCRI). The proposed method is applicable to the design of elastic‐plastic damped structures by considering the influence of damper on different structural performance indicators separately without the need for iteration or nonlinear dynamic analysis. The SCRI—a quantitative measure of the seismic capacity redundancy—is defined as the ratio of the seismic demand required by the target performance limit to the design seismic demand. Changes in the structural SCRI are correlated with the parameters of the supplemental dampers so that the dampers can be directly designed according to a given target SCRI. The proposed method is illustrated through application to a 12‐story reinforced‐concrete frame, and increment dynamic analysis is performed to verify the effectiveness of the proposed method. The seismic intensity corresponding to the target structural performance limit is regarded as a measure of the structural seismic capacity. The required seismic intensity increases after the structure is equipped with the designed metal yielding dampers according to the expected SCRI. It is concluded that the proposed method is easy to implement and feasible for performance‐based design of metal yielding dampers.  相似文献