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This dissertation mainly investigated two frameworks of H-matrix, such as SPB framework consisting of integer Subscript matrix, Permutation matrix and Bidiagonal matrix and MSPT framework consisting of Masking matrix, sparse Subscript matrix, Permutation matrix and approximately lower Triangular array matrix.

本文主要研究了两种H矩阵的类随机框架结构模型,一是SPB框架,由整数下标矩阵、置换矩阵、双对角线矩阵构成;二是MSPT框架,由稀疏下标矩阵、模板矩阵、置换矩阵和近似下三角阵列矩阵构成。

To study their earthquake-resistant behaviour further, we had put forth a new method of computer system analysis and developed a program for dynamical analysis of multistory and highrise structure.

为了进一步论证自控框架的抗震性能,本文提出了框架结构抗震分析的计算机系统分析方法,并据此编制了多高层框架结构的动力分析程序。

After treatment and analysis of 150 domestic test data, probabilistic characteristics of displacement ductility factor of reinforced concrete frame columns and frames fits natural logarithm normal distribution and a functional expression is proposed by a statistical regression.

通过对国内150个钢筋混凝土框架柱和框架试验数据的整理和分析,得出位移延性系数的试验结果服从自然对数正态分布,并回归得到考虑多因素的位移延性系数经验公式,该公式可供钢筋混凝土框架结构抗震设计和评估参考。

Convenient application tools and practicable facilities have been provided for second order nonelastic analysis of multistorey and high-rise lightweight steel frame and design method based upon structural ultimate bearing capacity.

结合本文轻型钢框架的二阶非弹性分析的计算理论和方法及结构极限承载力的设计方法,将遗传算法引入轻型钢框架结构的优化设计中,这为合理地进行轻型钢框架结构工程设计提供了有利的工程指导。

Furthermore, how to implement sacrifice of restarted transactions and dynamic adjustment of execution order over the basic concurrency control architecture is discussed in this thesis.

论文详细介绍了实时数据库测试平台的系统框架,重点描述了系统中的实时事务并发控制的框架和实现,并且深入论述了如何在基本框架下实现牺牲重启事务策略和动态调整执行顺序方法。

Website frame: Website design uses frame form less as far as possible, the page that used frame searchs engine to will not be read.

网站框架:网站设计尽量少用框架形式,使用了框架的页面搜索引擎将无法阅读。

Developed under multi-tired architecture and integrated with well-designed,open source J2EE Web application frameworks,CWFBP enjoys several advantages such as loose coupling among layers,portability,replaceability and reusability.

框架采用分层体系架构,集成了开源的J2EE Web框架和持久层框架,并在表示层和业务层综合应用多种J2EE核心模式,实现了层次之间和业务层内部的松散耦合,提高了系统的可复用性和开放性。

Steel moment-resisting frames with welded beam-to-column connection were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 Northrige earthquake and the 1995 Hyogoken-Nanbu earthquake. These earthquakes also arouse engineers to resurvey the behavior of end-plate connections. It is well known that end-plate connections have definite flexibility, which can increase damp, prolong period, and decease swing of structure. So it can reduce the damage, and is one of the best choices for resisting earthquake.

中文题名钢框架梁柱端板连接在循环荷载作用下的破坏机理及抗震设计对策副题名外文题名 Collapse mechanism and design criterion of steel beam-to-column end-plate connections under cyclic load 论文作者郭兵导师顾强学科专业结构工程研究领域\研究方向学位级别博士学位授予单位西安建筑科技大学学位授予日期2002 论文页码总数127页关键词钢结构框架结构抗震设计钢框架梁柱端板连接馆藏号BSLW /2003 /TU392 /6 传统观点认为,梁柱焊接刚性连接具有较好的抗震性能,因此在工程中得到了广泛地应用,但1994年的Northrige地震和1995年的阪神地震改变了这种传统观点,这两次地震也引起了工程技术人员对端板连接的再审视。

Software reuse and framework are introduced first, then a reusable framework which is used in...

简要介绍了软件重用和框架,提出了一个用于信息系统领域的框架设计,并给出了该框架的体系结构和开发模型。

Research purposes: To find out a simple and feasible computing method of skew frame to guide its design. Research methods:This paper analyzes the skew frame with 2D rigid frame and 3D space model of thick plate element with MIDAS Civil structure design system,and their results have been contrasted with comparison method.

随着交通运输事业的飞速发展,交通路网四通八达,铁路速度的提高及行车密度的加大,使用地少,投资小,施工方便的框架结构被大量采用,斜交框架结构日益增多,但是由于斜桥计算尚未形成完整的理论体系,这给铁路斜交框架立交桥的设计带来很大的困难。

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