地下结构抗震设计的改进等效反应加速度法

对地下结构横向抗震分析中的等效反应加速度法进行综合分析。结合算例,以动力时程法为基准,全面评价了等效反应加速度法的适用性;进而深入分析其误差来源,并做针对性改进优化,通过引入动力响应调整系数β,提出了一种改进等效反应加速度法;结合算例分析,评价了改进等效反应加速度法对不同工况的适用性。结果表明:等效反应加速度法计算所得结构内力及变形均偏小;且计算精度随地层剪切波速的增大整体呈上升趋势,但几乎不受结构埋深的影响;同时,明确了等效反应加速度法的误差源自于其忽略了地下结构对其周围土体动力响应的干扰作用,改进优化后提出了改进等效反应加速度法;相比现有等效反应加速度法,改进等效反应加速度法具有更广泛的适用性及更优的计算精度,可为地下结构抗震设计和分析提供新的计算方法。     

基于正交设计的旱区棉花膜下滴灌最优化探究

以旱区广大群众最为关心的种植密度,滴水量,施肥量为考虑因子,将棉花单铃重,衣分,籽棉产量作为考查指标,把正交试验设计方案引入高密度棉花膜下滴管研究中.采用归一化处理不同数量级的指标,比以往单独考虑各因素对指标的作用,合理而又更加直观;同时考虑了误差对指标的影响,从而提高了F检验的灵敏度.得出了在膜下滴灌的新疆旱区,土壤...     

Updated normalized load-settlement model for full-scale footings on granular soils

The design of spread footings on granular soils is generally governed by serviceability requirements. Recent studies have utilized databases of load tests to investigate the use of normalized load-settlement curves to model the behavior of footings on sands. A major limitation of available databases is that they are based primarily on data from plate load tests or footings that have an equivalent width smaller than 1.0 m. There is a need to confirm the applicability of these curves to footings of practical scale. The main objective of this paper is to update available normalized load-settlement curves using point measurements of settlement and load from full-scale footings. Bayesian techniques are employed in the updating process. Results indicate that the updated normalized load-settlement relationship is slightly more conservative but less uncertain than the current relationship. Results from an illustrative example involving serviceability limit state reliability analyses using footings with widths ranging from 1.5 to 3.0 m indicated that the updated relationship resulted in a slightly higher reliability level compared to the prior relationship.     

富华里中心地下室结构设计研究

富华里中心地下室塔楼外部分楼板和基础底板采用了无梁平板式结构方案。本文对该方案的经济性和设计中的计算分析方法做了简要分析。     

Fairweather atmospheric electricity at Antarctica during local summer as observed from Indian station,Maitri

Surface measurements of the atmospheric electrical parameters like Maxwell current, electric field and conductivity studied at the Indian station, Maitri (70.75° S, 11.75° E, 117 m above mean sea level), Antarctica, during austral summer have been analyzed for the years 2001 to 2004. A total of 69 days were selected which satisfied the ‘fairweather’ conditions, i.e., days with absence of high winds, drifting or falling snow, clouds, and fog effects. The diurnal variation curve of electric field and vertical current averaged for 69 fairweather days is a single periodic with a minimum at 03:00 UT and a maximum near 19:00 UT, which is very similar to the Carnegie curve. The correlation coefficient between these measured parameters has a high value (more than 0.9) for all the days. During fairweather days the measured current and field variations are similar and hence it is clear that the conductivity is more or less stable. During magnetically disturbed days, the dawn-dusk potential drop has clear influences on the diurnal variation and it modifies the conductivity. Apart from the day-to-day variation in low latitude thunderstorm activity, there are diurnal, seasonal, inter-annual variations in the electric potential and the currents, as well as solar influences on the measured parameters. This study will help us to examine the impact of solar and geophysical phenomena like solar flares, geomagnetic storms and substorms on the global electric circuit.     

用于水资源系统观测网空间布局优化设计的技术方法

论述了观测网空间优化设计的重要性和我国目前观测网点布设存在的问题,在综合国内外水资源科学研究状的基础上,介绍了目前用于观测网优化设计的几种技术方法,包括数据理论方法,克里格技术和信息熵方法,特别推荐基于信息熵与随机数学相结合而发展起来的优化设计方法,这种根据观测数据信息含量大小建立信息关系度量的技术手段,特别适合在基础数据不完整的情况下运用。     

建筑设计创作要和我国基本国情相适应

进入21世纪以来,在国家一系列政策的带动下,我国掀起了“城市黄金时期”的大规模工程建设高潮。与此相适应,我国建筑设计创作也进入了一个空前繁荣的历史时期,这是时代的主流。但不可忽视的是一些抄袭仿制,千城一面,标新立异等的建筑却屡有再现,这都反映出建筑设计创作中还存在着与我国现阶段基本国情不相适应的状况。为此,笔者分别在公共建筑设计创作中提出了六点建议,在居住建筑设计创作中提出了三点建议,以促进建筑设计创作在科学发展观的指引下,持续走向繁荣。     

深层搅拌桩复合地基承载力可靠性研究

根据从国内收集的31组深层搅拌桩复合地基承载力试验数据,利用试计比归一化的方法简化处理随机参数影响,分析试计比的统计特性参数,采用JC法进行复合地基孙载力可靠性分析,给出各工况下的可靠指标。     

板岩地基渗漏性及帷幕处理设计

板岩隔水是相对的。随着水库规模不同,其透水性亦不同。总结和掌握板岩水文地质特性,结合所建工程规模大小,作出技术可行、经济的防渗处理,对工程勘察设计和施工都有着重要意义。本文通过对板岩风化、渗漏规模进行总结、归纳和分析,提出了板岩区水土建筑物防渗处理设计的一般方法。     

我国水电地下工程围岩分类系统支护方案探讨

在对我国水电地下工程围岩分类评价系统（ＳＤ系统）和Ｂａｒｔｏｎ的Ｑ系统的分析比较研究的基础上,针对水电工程,探讨了ＳＤ系统和Ｑ系统的相关关系,细化和发展了我国ＳＤ系统的支护设计方案,弥补了其支护类型偏少和简单的不足。