共查询到18条相似文献,搜索用时 421 毫秒
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对《建筑工程抗震性态设计通则(试用)》的评述 总被引:6,自引:2,他引:4
《建筑工程抗震性态设计通则(试用)》(以下简称《通则》)是一部对我国抗震设计规范修订具有重大指导意义的试用标准.本文对《通则》和现行规范的某些不同和改进之处进行了比较,讨论了《通则》所具有的先进性和行业指导性,同时也对应用《通则》的原理,对修订和完善下一代规范还需要研究的问题提出了若干建议. 相似文献
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《建筑工程抗震性态设计通则(试用)》对抗震设计具有重要的指导意义,其中的抗震设计理念同以往的抗震设计规范在抗震设防的思路、概念和方法上有较大的区别。从工程实践的角度,比较了《通则》和现行抗震设计相关规范的区别并对具体应用提出一些看法。 相似文献
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耕地是农业生产的重要物质基础,高标准农田是耕地中的精华。我国首部高标准农田建设国家标准——《高标准农田建设通则》(以下简称《通则》)于2014年6月25日起正式实施。
国家发展改革委农经司司长高俊才表示,高标准农田建设涉及多个部门和各个地方,目前各相关部门都各自围绕行业需求制定了行业标准,许多地方也制定了地方标准,但建设标准参差不齐、难以统一考核评价的问题突出。 相似文献
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本文讨论了零假设检中包括后效在内的影响。应用中心极限定理的通则使零假设检验中含有非等预报概率。为此,我们系统阐述了一种统计检验。 相似文献
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竖向质量分布对框架结构动力特性影响的研究 总被引:2,自引:0,他引:2
在框架结构动力分析中,往往是把填充墙质量集中在楼层处进行求解.文中考虑填充墙实际分布对结构自振特性的影响,通过传递矩阵法求解结构自振频率和振型,并进一步分析了高阶频率的分布规律.结果表明,与采用集中质量模型的振型叠加法相比,填充墙的竖向质量分布会对框架结构高阶频率产生很大影响;框架结构的高阶模态具有局部性和密集分组的特... 相似文献
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新20号井井水位动态分析及地震预测效能评价 总被引:1,自引:2,他引:1
对新20号井井水位动态观测资料进行了全时间过程扫描,分析了井水位的年变化规律、主要干扰因素和地震短期前兆异常特征,提出了如何判别水位年变叠加、峰谷相位移动和峰谷极差增减等异常是否打破年变规律的有效方法。根据这些指标,统计了观测期间乌鲁木齐监视区内发生5级以上地震时水位的相关异常参数,并对该井的地震预测效能进行了初步评价。 相似文献
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A new rule is presented to estimate strength-reduction factors in single-degree-of-freedom elastoplastic oscillators, in which reduction factors depend only on displacement elastic spectra, so they are not an explicit function of structural period. It is found that the proposed rule yields good results when applied to accelerograms recorded in firm and soft soils, and for damping ratios of 2, 5 and 10 per cent of the critical. It is shown that the proposed reduction rule is more general than others previously published, and at least as accurate. © 1998 John Wiley & Sons, Ltd. 相似文献
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As an efficient tool in handling uncertain issues, Dempster-Shafer evidence theory has been increasingly used in structural health monitoring and damage detection. In applications, however, Dempster-Shafer evidence theory sometimes leads to counter-intuitive results. In this study, a new fusion algorithm of evidence theory is put forward to address various counter-intuitive problems and manage the reliability difference of the evidence. The proposed algorithm comprises the following aspects:(1) Dempster's combination rule is generalized by introducing the concept of evidence ullage. The new rule allows classical Dempster's rule and can resolve counter-intuitive problems cause by evidence conflict and evidence compatibility;(2) a reliability assessing method based on a priori and posterior knowledge is proposed. Compared with conventional reliability assessment, the proposed method can reflect the actual evidence reliabilities and can efficiently reduce decision risk. Numerical examples confirm the validity and utility of the proposed algorithm. In addition, an experimental investigation on a spatial truss structure is carried out to illustrate the identified ability of the proposed approach. The results indicate that the fusion algorithm has no strict request on the accuracy and consistency of evidence sources and can efficiently enhance diagnostic accuracy. 相似文献
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On the estimation of hysteretic energy demands for SDOF systems 总被引:1,自引:0,他引:1
Based on a statistical study of the dynamic response of single degree of freedom (SDOF) systems subjected to earthquake ground motions, a rule to estimate hysteretic energy demands is proposed. Expressions for elastic–perfectly plastic, stiffness degrading and pinching SDOF systems were obtained. The proposed rule does not explicitly depend on the period of the system; instead, it depends on the elastic pseudo‐acceleration and elastic velocity spectra. It is shown that the proposed rule can be applied to compute hysteretic energy demands for systems located at different soil conditions. In addition, information about scatter and bias of the proposed rule is also presented. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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井水位的“记忆”滞后效应 总被引:5,自引:0,他引:5
观测资料表明,井水位对信息响应存在的“记忆”滞后现象,它与一般的位相滞后不同,在鲁29井现场试验也证明了井水位对井吕空气压力变化的响应存在的“记忆”滞后现象。利用水平层状承压含水层模式,从理论上解释了井水位对井口空气压力变化响应“记忆”滞后现象,认为这种现象与水井含水层的导水系数有关,含水层导不系数越小,这种现象越明显,用一般多元回归方法无法较好地扣除井水位中“记忆”滞后影响,作给出了一种可以扣 相似文献
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The spatial variability of seismic ground motion is an important aspect for the earthquake resistant design of extended facilities. A modified response spectrum model, which addresses the problem of multiply supported structures subjected to imperfectly correlated seismic excitations, has already been developed (see References 1 and 2). The present paper proposes a modal combination rule for the case of non-uniform seismic input, which would be used together with the modified response spectrum model in order to compute physical responses. This rule, which accounts for modal cross-correlations, is an extension to an existing rule for the case of uniform seismic motions. It modifies the existing modal cross-correlation coefficients through a correction factor which depends on structural properties and on the characteristics of the wave propagation phenomenon. Finally, some practical considerations on the theoretical development are addressed. They aim at suggesting reasonable simplifications which render the modal combination rule more appealing for engineering purposes. The proposed practical combination rule is validated through a numerical experiment which also characterizes the effect of non-uniform seismic input on modal cross-correlation. 相似文献