Postbuckling of shear deformable stiffened anisotropic laminated cylindrical shell under axial compression     

Zhi-Min Li  De-Qing Yang 《Ocean Engineering》2011,38(10):1246-1255

A postbuckling analysis is presented for a shear deformable anisotropic laminated cylindrical shell with stiffener of finite length subjected to axial compression. The material of each layer of the shell is assumed to be linearly elastic, anisotropic and fiber-reinforced. The governing equations are based on a higher order shear deformation shell theory with von Kármán-Donnell-type of kinematic nonlinearity and including the extension/twist, extension/flexural and flexural/twist couplings. The ‘smeared stiffener’ approach is adopted for the beam stiffeners. This arrangement allows the beam stiffeners to be assembled directly into the global stiffness matrix. The nonlinear prebuckling deformations and initial geometric imperfections of the shell are both taken into account. A singular perturbation technique is employed to determine the buckling loads and postbuckling equilibrium paths. The numerical illustrations concern the postbuckling response of perfect and imperfect, grid, axial, ring stiffened, and unstiffened shells. The results confirm that there exists a compressive stress along with an associate shear stress and twisting when the anisotropic shell is subjected to axial compression. The postbuckling equilibrium path is unstable for the moderately thick cylindrical shell under axial compression and the stiffened shell structure is imperfection-sensitive.  相似文献   

Characterizing impulsive wave-in-deck loads on coastal bridges by probabilistic models of impact maxima and rise times     

Francesco Serinaldi  Giovanni Cuomo 《Coastal Engineering》2011

When waves impact a seawall, a vertical breakwater, an exposed jetty, a pier or a coastal bridge, they abruptly transfer their momentum into the structure. This energy transfer can be very violent and its duration exceptionally short. In the case of coastal bridges, whose spans are designed to have very short vibration period, wave impacts might have duration comparable to the natural period of oscillation of the structure, which therefore becomes prone to damage and failure. Previous forensic studies have documented the relative importance of impulsive loads on deck suspended structure, demonstrating the need to assess the effect of wave impacts on both the stability and the integrity of structural members since the early stages of the design. This requires the estimation of the dynamic characteristics of the loading pattern, and in particular the wave impulse and corresponding impact maxima and rise times. Based on the conservation of momentum, functional relationships between these parameters have been identified since pioneering work dating back to the late '30s of the 20th century. The complexity of the loading process, however, results in a significantly large variability of wave impact maxima and rise times even under similar conditions, suggesting the need for a probabilistic approach to the definition of the relationship between these two variables, to be applied when estimating the dynamic properties of wave for use in structural analysis of coastal structures. In the recent past, some effort has been made to identify functional relationships between such quantities; these require the assessment of the conditional quantiles (or similarly the conditional distribution) of wave impact maxima given the rise times. In this paper, we compare three different statistical methods proposed in the literature to accomplish this task, in order to assess the reliability of the approach and suggest guidelines for practical applications. A copula-based method, Generalized Additive Models for Location, Scale and Shape (GAMLSS), and quantile regression are applied to measurements from large-scale 3-dimensional physical model tests. The investigation suggests that quantile regression gives the simplest results to be used in practice; copula approach and GAMLSS are possible alternative when semi-parametric or fully parametric modeling is needed.  相似文献   

群的融合自由积的fnFrattini子群和fcFrattini子群     

邓理平  邢世奇  张志让 《成都信息工程学院学报》2011,26(3):335-337

针对Azarian推广的任意多个子群的带循环融合自由积的Frattini子群的定理,提出了相应的关于fn-Frattini子群和fcFrattini子群的定理,并且从两个不同角度证明了结果。其中fnFrattini子群和fcFrattini子群分别定义为群的所有具有有限指数的极大正规子群的交和所有具有有限指数的极大特征子群的交,分别等于群的fn-非生成元和fc-非生成元组成的集合。进一步推广了Azarian和郭钦等相关定理。  相似文献   

常见小波的尺度进制求解算法与程序     

黄苹  袁晓 《成都信息工程学院学报》2011,(4):144-148

基于小波变换的稳定性函数来研究尺度进制的算法。用母波的频谱函数来构造出尺度进制为任意进制时的稳定性函数,根据稳定性函数计算小波框架的边界、紧致度和收敛因子,最后由框架参数值进一步计算得到尺度进制范围。结果表明,此范围有效地缓解了小波变换的稳定性和冗余性之间的矛盾。  相似文献   

基于灰色自记忆模型的城市月需水量预测     

段海妮  莫淑红  沈冰  韩海军  张高锋  王积科 《干旱区地理》2011,(4):591-595

建立了以灰色微分方程为动力核的自记忆模型,并首次应用于城市月需水量预测.先将具有季节性特征的实测历史数据通过季节指数法获得相对平滑的序列,再用所建灰色自记忆模型进行模拟、预测.研究表明,灰色自记忆模型建模方法简单且模拟和预测精度较为满意,平均相对误差为5.74％,灰色GM(1,1)模型预测平均相对误差是8.77％,其精...  相似文献   

基于“点—轴系统”理论的鲁南旅游长廊建构     

赵林  韩增林  石迎春 《云南地理环境研究》2011,23(5):32-37

＂点—轴系统＂理论是区域开发的基础性理论,对于区域旅游开发同样具有重要的理论价值和现实指导意义。基于＂点—轴系统＂理论,在对旅游规划概念上的鲁南经济带进行修正的基础上,结合鲁南经济带旅游资源状况和旅游发展现状,提出重点打造以曲阜、日照、枣庄、临沂、菏泽、东平为核心的6个一级旅游增长点;以日东高速、105国道、206国道为发展轴线的3个一级旅游发展轴;形成圣人文化旅游板块、日照滨海旅游板块、湖滨红色休闲养生旅游板块、蒙山沂水红色逍遥游旅游板块、水浒休闲生态旅游板块六大各具特色的旅游板块。从而＂点-线-面＂共同组成＂双十字＂开发模式的鲁南旅游长廊,以此来最大限度地发挥鲁南地区旅游资源的潜力,实现鲁南旅游的腾飞。  相似文献   

基于分形维数权重的泥石流危险度评价   总被引：1，自引：0，他引：1  

王威  田杰  马东辉  刘晓然 《山地学报》2011,29(6)

泥石流危险度评价是一个复杂的不确定系统问题,为了准确评价泥石流所处的危险度状态,进而为泥石流的防治提供科学依据,提出了基于分形维数权重的泥石流危险度评价方法.该方法首先选取影响泥石流危险度评价的10个主要因素,根据分类标准,采用在每级标准中随机内插的方法,得到40个标准样本,用于构建泥石流危险度评价的分形一插值模型;其次根据最大似然分类原则确定每个泥石流指标的评价分维数;然后利用加权求和法计算样本的综合评价值,并根据样本综合评价值与经验等级之间的关系建立分形插值评价模型;最后,通过实例分析表明:该方法的评价结果是准确和可靠的,与采用其他分类方法所得结论一致.此外,该模型可以得出每个样本的具体得分值,即使对属于同一级的样本也可以排出它们的优劣顺序,因而具有较高的分类精度,为泥石流危险度评价提供了一种较好的新方法.  相似文献   

基于非线性规划原理绘制钻孔柱状图方法研究     

徐晓斌  何宝石  王清 《世界地质》2015,34(4):1149-1154

针对现有钻孔柱状图绘制中描述文字空间分布存在的问题,采用弹性理论-非线性原理对柱状图描述文字位置进行规划,合理分配各岩层描述单元空间,形成柱状图的初步分布;计算出各个地层的工程地质描述文字在柱状图图纸中最优位置的高度坐标xi;利用Auto CAD软件图形绘制环境,实现全程自动绘制钻孔柱状图的新方法。该方法高效且专业性强,图件规范、整齐、文字分布合理、格式美观,无需对图件进行后期的手动处理,免去了人工处理过程,节约了大量的人力成本。  相似文献   

ArcGIS在东昆仑西段铁矿资源预测中的应用——以矽卡岩型铁矿为例   总被引：1，自引：0，他引：1  

刘艳宾 《地质与勘探》2011,47(6):943-956

GIS在矿产预测中的应用研究日益普及和深化,在矿产勘查领域中已成为一种快速有效成矿预测方法。本文以东昆仑西段矽卡岩型铁矿为例,从研究区的地质背景和已查明的13个矽卡岩型铁矿（点）出发,基于ArcGIS平台,建立本研究区的空间数据库,结合已知矿（点）地质资料和野外验证分析,建立找矿模型与预测区提取模型,由于矽卡岩型矿床主...  相似文献   

基于多元自适应回归样条的青藏高原温泉区域的冻土分布制图   总被引：4，自引：2，他引：2  

张秀敏  南卓铜  吴吉春  杜二计  王通  游艳辉 《冰川冻土》2011,33(5):1088-1097

以探地雷达、电磁测深、钻探等技术方法获得野外数据及数字高程（DEM）遥感数据为基础,通过聚类分析和相关性分析对高程、坡度、坡向等因素对多年冻土分布的影响进行了定量化研究.利用非线性的多元自适应回归样条（MARS）方法建立了基于高程、太阳辐射的多年冻土分布模型,通过自身的交叉验证及对比年平均地温模型和逻辑回归模型的总体分...  相似文献