PC端与移动端界面布局相关性评价方法研究

目的分析与评价同款软件在PC端界面与移动端界面布局的相关性。方法分析软件产品的界面设计结构特征及布局描述方法,确定描述界面布局的关键指标,对这些指标进行权重系数的分析计算,并将指标量化,通过相关度分析将两个终端界面量化后的各指标做相关系数的计算。结论结合每个指标的权重值,得出两个终端界面布局的相关程度。     

摄影作品在设计中的应用研究

目的探究摄影作品在艺术设计中的应用方式。方法结合艺术设计学、美术学、广告学、传播学理论知识,采用案例分析法、观察研究法、归纳法等方法,归纳艺术设计中摄影作品的具体处理手法。结论摄影与艺术设计的融合是现代艺术设计的创意灵魂,既符合消费者的审美求,又蕴藏有巨大的商业价值,对于现代艺术设计具有重要的指导意义。     

多耦合拘束效应对P92钢蠕变裂纹扩展行为的影响

基于断裂力学理论,针对不同面内拘束效应下P92钢高温蠕变裂纹扩展(Creep crack growth,CCG)进行了数据模拟与分析。研究发现不同的拘束效应对CCG行为有着各异的影响,主要分析了试样几何形状、尺寸以及初始裂纹深度等对CCG行为的影响,并且着重研究比较这3种耦合拘束效应对CCG行为的影响程度。基于多种耦合拘束对CCG行为的影响程度做了横向比较,研究发现:试样几何形状对CCG行为的影响程度要大于几何尺寸,试样尺寸和初始裂纹深度对CCG行为的影响程度相似,试样形状比初始裂纹深度的影响程度更大。     

微观尺度下单晶铜熔点多因素影响的分子动力学模拟研究

基于分子动力学方法,利用嵌入原子势(EAM)函数,在微观尺度下研究了影响单晶铜熔点的多种因素。首先利用势函数计算单晶铜的晶格常数和弹性常数,以此验证本研究所采用势函数的准确性,然后利用能量体积法、径向分布函数法和键对分析技术对模拟得到的结果进行分析,测得单晶铜熔点约为1 380K。分析了模型大小、升温速率、晶体缺陷对铜熔点的影响,研究发现模型大小、升温速率对熔点的影响不大,随着升温速率的增大,达到熔点所需的时间越短。晶体缺陷的存在使金属材料晶格点阵稳定性下降,熔化需要的热量减少,熔点相应降低,与实际熔点情况一致。     

求解垂直互补问题的一种修正非光滑Levenberg-Marquardt算法

本文提出了一种求解垂直互补问题的修正非光滑Levenberg-Marquardt算法.与以往算法相比,该算法不但采用了新的微分形式取代了B-微分,还运用了一种LM参数的自适应调整策略以确保每次迭代时LM步不至于过小,从而保证了算法的快速收敛.最后,数值实验表明了算法的有效性.     

High‐rise concrete and clay block masonry building in Brazil

Brazilian structural concrete and clay block masonry construction shares many common features with construction all over the world: blocks of a similar shape are bedded in mortar, vertical and horizontal reinforcement is placed in grouted cells, engineering analysis and design follows universal principles and local design codes mimic those adopted elsewhere. However, loadbearing masonry construction in Brazil has become one of the most preferred high‐rise building systems due to its cost‐effectiveness and ease of construction compared to normal reinforced concrete solutions. This paper provides an overview of loadbearing masonry building in Brazil, including case studies on notable high‐rise masonry structures, with an overview of how Brazilian materials, codes and practices differ from the rest of the world. Finally, the paper explains how the use of high‐strength units assists the growing demand for taller and taller buildings and provides insight into why owners and general contractors often prefer to use structural masonry.     

Differentiation between the terms ”confined masonry“ and ”infill masonry“

This publication concerns the differentiation between the terms ”confined masonry“ and ”infill masonry“ using the example of the national technical approval Z‐17.1‐1145 – POROTON S9 MW –vertically perforated clay units with integrated thermal insulation using thin layer mortar [1].     

Proposal for the simplified design of basement walls under lateral earth pressure

This paper deals with the design of basement walls subjected to lateral earth pressure. The current simplified calculation method according to DIN EN 1996‐3/NA only covers active earth pressure, which is the lower limiting value of the earth pressure. Designing according to DIN EN 1996‐1‐1/NA, higher coefficients of earth pressure (like earth pressure at rest) can be considered, with an additional verification of the shear resistance being necessary. This paper presents a theoretical model, which forms the basis for an analytical derivation of the loadbearing capacity, and explains the required minimum values of the acting normal force to ensure sufficient resistance to cover bending and shear. Based on these results, a simplified equation is proposed for the determination of the required minimum normal force, based on the design according to DIN EN 1996‐3/NA and providing identical values in case of an earth pressure coefficient of 1/3. The required minimum load resulting from this approach fulfils the described requirement to cover bending and shear. The presented solution is verified and the conditions for application are defined. Finally, the minimum required normal forces are evaluated and tabulated for common cases relevant to building practice.