带边框柱剪力墙模型抗震性能试验研究

对于1／15缩尺比例的两个配筋方式不同的带边框柱剪力墙模型在低周反复水平荷载作用下进行了试验研究，分析了墙体边框柱与墙体的共同工作性能．对比研究了带边框柱的中高剪力墙受力特点、破坏和耗能机理．并从承载力、刚度、延性、恢复力特性、耗能能力等方面综合评价了其抗震性能．研究结果表明，带边框柱剪力墙结构具有良好的抗震性能．     

外贴碳纤维片材加固混凝土梁的延性分析

碳纤维片材(CFRP)具有轻质、高强度、耐腐蚀等性能，外贴碳纤维片材正成为一项越来越具有吸引力的混凝土结构加固技术．基于混凝土结构设计规范中抗弯设计计算的基本原理，提出了外贴碳纤维片材加固混凝土梁截面延性的计算方法，并讨论了其影响因素．结果表明，CFRP用量及其滞后应变是影响梁加固后延性的主要因素，加固梁的破坏类型不同，CFRP用量对延性的影响也不同．     

天线阵列获得最大功率增益时最优激励问题分析

首先对天线阵列获得最大功率增益时的最优激励问题进行了理论推导;然后给出了天线阵列的增益与方向函数;最后以对数周期天线为例,利用Mat lab语言编程计算了不同波束指向上最大功率增益所需的激励,得到了最优激励时阵列的各种电参数。所得结果表明:最优激励下的阵列具有更好的电性能,据此建立的最优激励与最大功率增益的数据库,可方便地用于对对数周期天线阵的深入研究中。     

钢管混凝土的等效本构关系研究

在总结现有钢管混凝土本构关系分析的基础上,将钢管混凝土简化为同一尺度的横观各向同性体来研究,并在弹性条件下利用应变能相等原理得到了宏观弹性系数,同时根据试验结果假设进入弹塑性阶段后各模量为二次抛物线变化,建立了钢管混凝土这种组合结构新的等效本构关系.并结合具体算例研究了弹性条件下材料强度变化和含钢率对各模量的影响,同时与前人的研究结果进行了比较,结果表明,该本构关系具有理论依据明确,参数易确定,能很好地反映组合构件材料物理性能的优点,为钢管混凝土结构进一步进行数值分析奠定了基础.     

轻钢住宅新结构体系的研究与应用

介绍一种新型的适用于低、多层轻钢住宅的轻钢结构体系-3L体系，利用Sap2000有限元分析软件对轻质剪力墙进行有限元分析，利用Ansys有限元分析软件对插销节点进行有限元分析，研究它们的强度与刚度特性，并应用到设计中，使3L结构体系具有节省钢材、施工方便的优点．     

含有不同小分子添加剂的聚砜铸膜液的流变性研究

以LiCl饱和水溶液、醇类(甲醇和乙醇)、丙酮等小分子为添加剂，配制聚砜(PSf)／二甲基乙酰胺(DMAc)铸膜液，研究该铸膜液的粘度随添加剂的类型和含量的变化情况，重点探讨了PSf／DMAc／LiCl饱和水溶液体系的流变性能．结果表明，水及LiCl饱和水溶液对PSf／DMAc溶液具有增粘作用，而丙酮具有稀释作用，醇类介于二者之间，没有明显的增粘作用，并且稍使溶液粘度下降，PSf／DMAc／LiCl饱和水溶液体系属于切力变稀流体。     

广义Pareto分布下风险值估计

采用适当的统计方法来估计广义Pareto的分布参数，对于计算基于极值理论的风险值(VaR)具有重要的理论和现实意义．一般采用最大似然法(MLM)对它的参数进行估计，作者采用和McNeil，Frey相似的方法选择域值后，分别采用最大似然法、概率权重矩法(PWM)和矩法(MoM)对广义Pareto分布的参数进行了估计．并对上证指数的VaR进行了相应计算，最后对结果进行后验比较分析，探讨了不同估计方法的适用规律．     

Comparative evaluation of strain controlled low cycle fatigue behaviour of solution annealed and prior cold worked 316L(N) stainless steel

The effect of 20% prior cold work on low cycle fatigue (LCF) behaviour of type 316L(N) stainless steel (SS) was studied at 873 K by conducting total axial strain controlled tests in air with strain amplitudes in the range ±0.25% to ±1.0%. The cyclic deformation behaviour of 20% prior cold worked (PCW) material was compared with the LCF response of solution annealed (SA) alloy tested under similar conditions. The cyclic stress response (CSR) of 316L(N) SS in the PCW condition was characterized by a short period of hardening followed by prolonged softening prior to failure, whereas SA material exhibited a significant hardening regime followed by stress saturation. Interrupted tests on PCW material were carried out at different stages of CSR in order to determine the underlying mechanisms as reflected in substructural changes. The fatigue life in the solution annealed condition was similar to that of the PCW material at higher strain amplitudes of testing (≥±0.5%) while at lower strain amplitudes, the PCW material exhibited longer life.     

Analysis of the mechanical performance of a cardiovascular stent design based on micromechanical modelling

Stents are very commonly used in the treatment of coronary heart disease. They are permanent vascular support structures that offer a preferred alternative to bypass surgery in certain situations. The purpose of this work is to examine the mechanical behaviour of a stainless steel balloon expandable stent design using computational micromechanics in the context of the finite element method. Deployment and cardiac pulsing loading conditions are considered. Classical phenomenological plasticity theory (J₂ flow theory) and physically based crystal plasticity theory are used to describe the stent material behaviour. Parametric studies are carried out using both constitutive theories with a view to determining important stent deployment characteristics such as recoil and foreshortening. Comparisons of the results obtained using both theories illustrate differences, with the crystal plasticity theory models showing closer agreement to published performance data. The implications of this for stent design are discussed.     

Size effect on the optimum actuation condition for SMA-composites

Techniques of using shape memory alloy (SMA) wires as actuators inside the hybrid composites have been studied extensively for improving mechanical properties of structures. There were many experimental findings and theoretical predictions agreed the higher the actuation temperature on built-in SMA wires, the greater the improvement in mechanical response of a composite due to recovery action of wires. However, due to the limitation of interfacial shear strength, over-actuation (by means of electrical resistive heating) of SMA wire is able to induce the development of interfacial crack inside the composite structure. When the maximum interfacial shear strength is attained due to vigorous recovery action of SMA wire under relatively high temperature, interfacial debond can be initiated. In this paper, a typical SMA–matrix cylinder model is employed to study the captioned risk of SMA-composite actuation. Applying the criterion of optimum actuation condition (OAC), target actuation level can be determined to prevent structural failure due to over-actuation. Effects of geometric factors including wire embedded length and matrix-to-wire radius ratio on the interfacial shear stress distribution are evaluated prior to the study of size effect on OAC. Results indicate that the size effect become negligible when these two geometric factors are sufficiently large and as a result, the governing equation of OAC can be greatly reduced to a simple relation between externally applied stress and actuation temperature on the SMA wire. This simplified model is able to enhance the application of OAC and provide a simple and explicit solution to determine an ideal range of actuation levels for a large scale SMA-composite structure in the design stage.