Radiative transfer theory for estimation of the seismic moment     

C. Sens-Schönfelder  U. Wegler 《Geophysical Journal International》2006,167(3):1363-1372

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Inclusion of P–Δ effect in displacement‐based seismic design of steel moment resisting frames     

Aristidis V. Asimakopoulos  Dimitris L. Karabalis  Dimitri E. Beskos 《地震工程与结构动力学》2007,36(14):2171-2188

A procedure for treating the P– Δ effect in the direct displacement‐based seismic design of regular steel moment resisting frames with ideal elastoplastic material behaviour is proposed. A simple formula for the yield displacement amplification factor as a function of ductility and the stability coefficient is derived on the basis of the seismic response of an inelastic single degree‐of‐freedom system taking into account the P– Δ effect. Extensive parametric seismic inelastic analyses of plane moment resisting steel frames result in a simple formula for the dynamic stability coefficient as a function of the number of stories of a frame and the column to beam stiffness ratio. Thus, the P– Δ effect can be easily taken into account in a direct displacement‐based seismic design through the stability coefficient and the yield displacement amplification factor. A simple design example serves to illustrate the application of the proposed method and demonstrate its merits. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Artificial neural network application to estimate kinematic soil pile interaction response parameters   总被引：1，自引：0，他引：1  

Irshad Ahmad  M. Hesham El Naggar  Akhtar Naeem Khan   《Soil Dynamics and Earthquake Engineering》2007,27(9):892-905

Six artificial neural network (ANN) models are developed to predict various response parameters of kinematic soil pile interaction. These responses include (1) kinematic response factors for free and fixed head piles in homogenous soil layer to derive foundation input motion (2) normalized bending moment at fixed head of pile in homogenous soil layer (3) normalized kinematic pile moment at the interface of two soil layers of sharply different soil stiffnesses. These ANN models represent simple solutions that can be implemented in a simple calculator capable of matrix operation and bypass the site response analysis and the complex wave diffraction analysis. The data required for ANN training is generated using beam on dynamic Winkler formulation (BDWF). Fifty percent of the data is used to train the ANN models while remaining 50% is used to test the ANN models. The trained ANN models show good agreement with BDWF results.  相似文献   

一个潮流不对称计算方法及其在北仑河口的应用   总被引：2，自引：0，他引：2  

李谊纯 《海洋工程》2014,32(4):110-116

河口近岸海域潮流不对称对于物质输运、地形地貌变化有重要作用,因此研究河口近岸海域潮流不对称具有重要的意义。从统计学角度出发推导了一种潮流不对称的计算方法,并将该方法应用于全日潮类型的北仑河口。研究认为:从三阶原点矩出发推导的计算方法能够合理的量化潮流不对称;潮流不对称的方向由分潮的相对相位决定,不同分潮对潮流不对称的影响大小由其相对振幅和相对相位共同决定;在正规全日潮海区,三阶原点矩即可满足对潮流不对称的计算。北仑河口潮流表现为落潮流速占主导,潮流不对称空间上表现为口门强于外海,浅滩强于深槽。  相似文献   

年径流频率分析的一次二阶矩法及其应用          下载免费PDF全文

熊立华  邝韵琪  于坤霞  温天福 《水科学进展》2017,28(3):390-397

针对流量资料极短时传统年径流频率分析方法——适线法不再适用的问题,分析了基于水文过程,由影响径流形成的因子推求年径流频率的一次二阶矩法的可行性,并讨论其在无流量资料流域应用中所存在的问题与解决方法。以江西省20个流域为研究对象,采用无参数Schreiber方程与单参数Fu-Zhang方程的水量平衡式作为年降雨—径流模型,结果表明:①一次二阶矩法的分析结果与实测年径流的经验频率较为吻合;②无流量资料流域中,忽略土壤含水量年间变化的作用,Fu-Zhang模型的分析结果比Schreiber模型好;③无流量资料流域中,Fu-Zhang模型中的参数ω可采用反距离权重法估计。  相似文献   

Stochastic inversion for the roll gyradius second moment mass property in ships at full-scale and model-scale     

《Applied Ocean Research》2017

In current Naval Architecture practice, employing static considerations is an important and necessary step in assessing ship stability and seakeeping properties (e.g. inclining experiments, load line regulations, range of stability calculations). However, damaged vessels and vessels operating in heavy weather or in conditions where topside icing is a concern may require an additional assessment of stability that considers dynamic effects. Within such contexts, the actual (i.e. current) second moment properties of the vessel mass become very important in the associated equations of motion for a given ship. One such critical second mass moment property is the roll gyradius, as it is closely related to the occurrence of capsizing. The present paper furnishes a means for reckoning the actual roll gyradius of a given ship operating within a seaway. The approach hinges on the formulation and solution of a stochastic inverse problem that leverages existing seakeeping software against the shipboard inertial measurement unit (IMU) telemetry. The method is demonstrated at full-scale and validated at model scale.  相似文献   

岩土工程可靠度分析的改进四阶矩方法     

范文亮  王余乐  魏奇科  杨朋超  李正良 《岩土力学》2018,39(4):1463-1468

岩土工程可靠度分析中,功能函数往往呈隐式且具有强非线性性质,而目前最为实用的矩方法,如JC法、二次二阶矩法,主要适用于显式功能函数情形。为此,将高效的统计矩估计方法和可靠度分析的高阶矩法相结合,提出了一种岩土工程可靠度分析的改进四阶矩方法。首先,通过引入变量的独立化变换和线性变换将功能函数转换为参考变量的函数,并结合多变量函数的单变量降维近似方法和参考变量计算节点与权系数的确定方法,建立了功能函数前四阶矩的高效点估计法。然后,将上述统计矩与立方正态变换假设相结合,提出了易于实现的岩土工程可靠度分析的改进四阶矩方法。最后,由数学算例验证了统计矩估计方法的效率和精度,并通过经典的岩土工程算例验证了建议的改进四阶矩方法具有高效率、高精度且操作简单等特点。  相似文献