Modified fish-bone model: A simplified MDOF model for simulation of seismic responses of moment resisting frames     

《Soil Dynamics and Earthquake Engineering》2013

This paper presents a simplified Multi-Degree-Of-Freedom (MDOF) model through modification of fish-bone model (or generic frame). Modified Fish-Bone (MFB) model is developed through three enhancements: (i) the moment of inertia for half-beams is reduced slightly to modify the assumption of equal rotation at each story joints, (ii) a number of truss elements are inserted to the fish-bone model to simulate flexural deformation of moment frames due to axial elongation and contraction of columns, and (iii) moment–rotation relationship of representative rotational springs is supposed to be bilinear instead of trilinear in order to consider simultaneous yielding at both ends of the beam in moment frames. The proposed model is evaluated with respect to nonlinear dynamic analysis results of three classic moment resisting frames subjected to 94 records of FEMA-440 ground motion data set. Moreover, the adequacy of this model is compared with the fish-bone model and two predictors of nonlinear seismic demand. The statistical study of predicted interstory drift demonstrates the superiority of the proposed model over the fish-bone model and both seismic demand predictors.  相似文献   

潮汐动床模型试验中浑水分流阀的研制     

金慕光 《海洋工程》1999,(1):31

本文介绍了一种新型生潮设备——浑水分流阀。对原来用于清水定床试验的同类型设备采取了多种技术措施,经反复试验研制成功。它可用于潮汐模型和河道模型的定、动床试验。  相似文献   

GRAPES模式切线性垂直扩散方案的误差分析和改进   总被引：2，自引：0，他引：2       下载免费PDF全文

张林  朱宗申 《应用气象学报》2008,19(2):194-200

针对GRAPES四维变分同化系统的升级, 研究了GRAPES模式垂直扩散方案线性化问题。通过2005年8月7—27日21个个例的批量试验, 发现在GRAPES模式垂直扩散方案源代码的基础上逐句线性化得到的切线性垂直扩散方案即使能通过正确性测试试验, 在少数情况下也会存在很大误差。切线性模式计算的扰动气压场和扰动风场可能出现明显异常, 这种异常与垂直扩散方案中地表动量通量的强非线性有关。如果在切线性垂直扩散方案中忽略地表动量通量扰动, 既可以避免异常的出现, 又不影响其他正常时刻的计算精度。修改后的切线性垂直扩散方案能够在所有变量上一致地提高切线性模式的计算精度。  相似文献   

Dynamically equivalent rocking structures          下载免费PDF全文

Matthew J. DeJong  Elias G. Dimitrakopoulos 《地震工程与结构动力学》2014,43(10):1543-1563

Predicting the rocking response of structures to ground motion is important for assessment of existing structures, which may be vulnerable to uplift and overturning, as well as for designs which employ rocking as a means of seismic isolation. However, the majority of studies utilize a single rocking block to characterize rocking motion. In this paper, a methodology is proposed to derive equivalence between the single rocking block and various rocking mechanisms, yielding a set of fundamental rocking parameters. Specific structures that have exact dynamic equivalence with a single rocking block, are first reviewed. Subsequently, approximate equivalence between single and multiple block mechanisms is achieved through local linearization of the relevant equations of motion. The approximation error associated with linearization is quantified for three essential mechanisms, providing a measure of the confidence with which the proposed methodology can be applied. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

土层分层参数不确定时对二维工程场址地震动影响分析     

龚凯  苏欣  杨笑梅 《华南地震》2014,(4):27-34

工程场地地震安全性评价中计算二维复杂场地地震反应分析时,如采用一维等效线性化分析模型会带来较大的误差,而直接采用二维的非线性模型在技术上还存在一定的困难和不合理性。目前工程中多采用对一维分析结果进行二维修正的思想给出设计地震动及反应谱。然而在建立二维分析模型时,由于勘测条件的限制使模型建立出现很多不确定性。基于以往提出的二维复杂工程场址设计地震动的修正分析思想,建立了几种可能且工程认可的二维复杂场地模型,主要研究不同分层特征模型及土层剪切波速这一物理参数不确定时对设计地震动的影响,进一步考虑不同场地类别下,不同二维分层模型及土体物理参数对地震动的影响。根据分析结果提出了不同类别场地下,方便且合理建立二维复杂场地地震动分析模型的方法,为实际工程中模型的建立及参数的选取提供一些参考。  相似文献   

基于NMM随钻电磁波传输信道特性分析   总被引：1，自引：0，他引：1       下载免费PDF全文

范业活  李威  聂在平  杨志强  孙向阳 《地球物理学报》2016,59(3):1125-1130

基于数值模式匹配法(NMM)与源等效原理,建立了随钻电磁波传输理论模型,可以同时考虑介质的径向和轴向非均质性,便于分析套管、泥浆、高导层、高阻层对信号传输的影响.通过理论计算结果与试验结果对比,验证了理论模型的正确性.在此基础上对地层电阻率、工作频率、套管、泥浆、钻柱导电性、高导层和高阻层对信号传输的影响进行了计算分析.  相似文献   

Two-dimensional physical-based inversion of confined and unconfined aquifers under unknown boundary conditions     

《Advances in water resources》2014

An inverse method is developed to simultaneously estimate multiple hydraulic conductivities, source/sink strengths, and boundary conditions, for two-dimensional confined and unconfined aquifers under non-pumping or pumping conditions. The method incorporates noisy observed data (hydraulic heads, groundwater fluxes, or well rates) at measurement locations. With a set of hybrid formulations, given sufficient measurement data, the method yields well-posed systems of equations that can be solved efficiently via nonlinear optimization. The solution is stable when measurement errors are increased. The method is successfully tested on problems with regular and irregular geometries, different heterogeneity patterns and variances (maximum K_max/K_min tested is 10,000), and error magnitudes. Under non-pumping conditions, when error-free observed data are used, the estimated conductivities and recharge rates are accurate within 8% of the true values. When data contain increasing errors, the estimated parameters become less accurate, as expected. For problems where the underlying parameter variation is unknown, equivalent conductivities and average recharge rates can be estimated. Under pumping (and/or injection) conditions, a hybrid formulation is developed to address these local source/sink effects, while different types of boundary conditions can also exert significant influences on drawdowns. Local grid refinement near wells is not needed to obtain accurate results, thus inversion is successful with coarse inverse grids, leading to high computation efficiency. Furthermore, flux measurements are not needed for the inversion to succeed; data requirement of the method is thus not much different from that of interpreting classic well tests. Finally, inversion accuracy is not sensitive to the degree of nonlinearity of the flow equations. Performance of the inverse method for confined and unconfined aquifer problems is similar in terms of the accuracy of the estimated parameters, the recovered head fields, and the solver speed.  相似文献   

天津滨海软土场地的大震远场作用   总被引：2，自引：2，他引：0       下载免费PDF全文

高武平  高孟潭  陈学良 《地震学报》2012,34(2):235-243

利用天津滨海地区丰富的地震地质钻孔资料及测试数据,建立了相应的地震反应模型.选取美国加州1992年Landers地震的远场记录P0841作为基底输入,采用工程上常用的等效线性化方法进行了土层地震反应分析,以期对天津滨海软土场地的大震远场作用得到一些定性的认识．结果显示,天津滨海软土场地对远场大震地震动峰值加速度的放大作用比较显著,但不同场地条件放大作用有明显差异,Ⅳ类场地的放大效应明显减弱.对基岩与地表反应谱比的分析显示, 滨海场地对基岩地震动的不同频率分量的放大作用具有明显的不同,对短周期分量甚至出现了缩减,但当滨海软土场地受到与场地卓越周期相吻合的地震动影响时,可能会产生很可观的放大作用,这对建在其上的高层、超高层建筑可能会构成较大的威胁．   相似文献   

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冯来平  张洪  贾小林  吴显兵 《大地测量与地球动力学》2010,30(4):92-97

????IRNSS?????????????????????????????ξ?????????????????IRNSS?????????????λ????????????????????????????????IRNSS???????????Ч???????????????????????????????IRNSS??????????????????????????????????????????????2 000 km????????????????10 m??????λ????????????????????????????????????PDOPС??6????????????????Ч??????????95%???????????  相似文献   

强随机噪声条件下时窗类型局部线性化对TFPF技术的影响   总被引：6，自引：6，他引：0       下载免费PDF全文

李月  林红波  杨宝俊  吴宁  李诗宽  高峘 《地球物理学报》2009,52(7):1899-1906

为了更广泛地应用时频峰值滤波方法消减地震勘探记录中强随机噪声,本文比较详细地探讨了该方法在应用时需要处理的时窗选取、一个时窗内局部线性化等主要基础技术问题.经过时变时窗的仿真计算,运用多项指标比较,包括整体背景强弱、振幅谱、信噪比、均方误差、有效子波波峰波谷幅值、畸变程度,综合评价出（L₀+L_x）时窗滤波的效果较理想.对于三角波这类简单类型的周期波,其时频峰值滤波效果与边线段平均曲率变化、时窗长度等条件有关,即三角波边线段平均曲率越大,滤波结果的均方误差越大;另外,边线段平均曲率增大时,选取的时窗长度有变小的趋势.总之,在地震勘探中应用时频峰值滤波方法消减强随机噪声时,一方面要合理地选取时窗参数,另一方面时窗参数又不能变化过大,以避免对有效子波波形产生畸变影响.  相似文献