2010年秋季鞍山气溶胶光学特征变化          下载免费PDF全文

赵胡笳  马雁军  王绪鑫  苏虹强  朱轶明 《气象与环境学报》2012,28(4):55-62

利用2010年9-11月鞍山大气成分监测站CE-318太阳光度计观测资料,依据气溶胶光学厚度测量原理,计算得到2010年鞍山秋季大气气溶胶光学厚度、波长指数等大气光学特性数据,通过统计分析,给出鞍山秋季气溶胶光学特性分布特征。结果表明：随着测量AOD波段的降低,AOD值逐渐增大,9月的AOD平均值最大,10月AOD平均值次之,11月AOD平均值最小。从频率分布看,2010年9月 AOD日均值集中分布在0.4-0.6之间,10月和11月AOD日均值集中分布在0.0-0.4之间,表明10-11月大气较为清洁|波长指数日均值的频率分布说明鞍山秋季大气污染物以细粒子为主。500 nm 的AOD值与波长指数成对数关系,两者在9、10月和11月的相关系数分别为0.5145、0.8412和0.2715;9月AOD与PM₁₀、PM_2.5、PM_1.0质量浓度为较小负相关,10月和11月AOD与PM₁₀、PM_2.5、PM_1.0质量浓度成正相关,且10、11月AOD与气溶胶细粒子相关性较为显著。AOD值与能见度在趋势上呈较小的负相关性,可能是由于高层气溶胶粒子对气溶胶光学厚度产生了主要影响。  相似文献   

低周反复扭矩下再生混凝土受扭构件抗震性能试验研究     

王晓菡  柳炳康  周徽  秦一如 《地震工程与工程振动》2012,32(1):62-67

通过对两根再生混凝土试件(再生骨料替代率为100%)在低周反复纯扭荷载作用下的抗震性能试验,对再生混凝土纯扭试件的破坏形态、滞回曲线、骨架曲线、延性、耗能能力等进行了分析。研究表明,再生混凝土受扭试件在低周反复扭矩作用下滞回环呈反S形,延性系数在3.67～4.14之间,具有良好的抗震性能。结合混凝土结构设计规范推导了抗扭承载力的计算公式,其计算值与试验值符合较好,具有一定的参考价值。  相似文献   

Contrasting weathering and climate regimes in forested and cleared sandstone temples of the Angkor region     

Marie‐Françoise André  Olivier Voldoire  Erwan Roussel  Franck Vautier  Bruno Phalip  Hang Peou 《地球表面变化过程与地形》2012,37(5):519-532

Comparative assessment of stone weathering intensities and bioclimatic conditions was conducted at four temples located in cleared and forested sites of the Angkor Park, based on similar protocols. Four thousand sculpted lotus petals carved in the same grey sandstone were categorized by using two customized scales of weathering intensity, and climate monitoring was conducted from December 2008 to November 2009. Whereas 70% of the sandstone lotus petals are almost completely destroyed by mechanical weathering in cleared areas, 74% of petals located in forested environments appear to be totally free of mechanical weathering and are only affected by superficial biochemical weathering. Ambient conditions are also contrasting, with the magnitude of the diurnal surface temperature and relative humidity ranges being three times higher at cleared sites than in wooded areas. As wetting–drying cycles are the driving force of sandstone decay at Angkor, causal links are suggested between weathering and climate regimes. In wooded areas, the microclimate is buffered by the forest and the associated lithobionts, which maintain constant humidity levels, reduce thermal stresses at the stone surface and induce a slow biochemical weathering regime. In cleared areas, direct exposure to sunshine and monsoon rains induces pronounced wetting–drying cycles conducive to swelling–shrinking movements and other potential processes, provoking the rapid mechanical decay of the sandstone. Even if local damage can be caused by tree roots, the forest cover and the associated lithobionts obviously play an overall protective role. Additionally, microtopographical factors related to architectural designs and post‐building events probably explain intra‐site and between site minor differences in the amount of sandstone decay, by influencing key factors such as the water residence time at the stone surface. Last, the contrasting weathering regimes in forested and cleared sites are but a trend, for besides overwhelming mechanical weathering, chemical weathering is also operative at cleared sites, as indicated by salt efflorescences and ferric oxidation. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Interferometry basics in practice: Exercises     

Florentin Millour  Damien Sgransan  Jean-Philippe Berger  Gilles Duvert  Fabien Malbet 《New Astronomy Reviews》2008,52(2-5):208

The following exercises aim to learn the link between the object intensity distribution and the corresponding visibility curves of a long-baseline optical interferometer. They are also intended to show the additional constraints on observability that an interferometer has.This practical session is meant to be carried out with the ASPRO software, from the Jean-Marie Mariotti Center, but can also be done using other observation preparation software, such as viscalc from ESO.There are two main parts with series of exercises and the exercises corrections. The first one aims at understanding the visibility and its properties by practicing with simple examples, and the second one is about UV coverage.  相似文献   

All you ever wanted to know about optical long baseline stellar interferometry, but were too shy to ask your adviser     

Florentin Millour   《New Astronomy Reviews》2008,52(2-5):177

I try to present a small view of the properties and issues related to astronomical interferometry observations. I recall a bit of history of the technique, give some basic assessments to the principle of interferometry, and finally, describe physical processes and limitations that affect optical long baseline interferometry and which are, in general, very useful for everyday work. Therefore, this text is not intended to perform strong demonstrations and show accurate results, but rather to transmit the general “feeling” one needs to have to not be destabilised by the first contact to real world interferometry.  相似文献   

Precursory signatures in the visibility graph analysis of seismicity: An application to the Kachchh (Western India) seismicity     

《Physics and Chemistry of the Earth》2015

The Visibility Graph (VG) method maps time series into networks or graphs, converting dynamical properties of time series in topological properties of networks. The VG method was applied to the aftershock depleted catalogue of the Kachchh Gujarat (Western India) seismicity from 2003 to 2012, in order to identify possible precursory signatures in the pattern of the VG parameters. The k–M slope (the slope of the line fitting the relationship between the magnitude of the events and their connectivity degrees) seems to sharply increase significantly before the occurrence of the largest shocks (M ⩾ 4.5) of the sequence.  相似文献   

Modeling of the composite action in fully restrained beam‐to‐column connections: implications in the seismic design and collapse capacity of steel special moment frames          下载免费PDF全文

Ahmed Elkady  Dimitrios G. Lignos 《地震工程与结构动力学》2014,43(13):1935-1954

This paper investigates the effect of the composite action on the seismic performance of steel special moment frames (SMFs) through collapse. A rational approach is first proposed to model the hysteretic behavior of fully restrained composite beam‐to‐column connections, with reduced beam sections. Using the proposed modeling recommendations, a system‐level analytical study is performed on archetype steel buildings that utilize perimeter steel SMFs, with different heights, designed in the West‐Coast of the USA. It is shown that in average, the composite action may enhance the seismic performance of steel SMFs. However, bottom story collapse mechanisms may be triggered leading to rapid deterioration of the global strength of steel SMFs. Because of composite action, excessive panel zone shear distortion is also observed in interior joints of steel SMFs designed with strong‐column/weak‐beam ratios larger than 1.0. It is demonstrated that when steel SMFs are designed with strong‐column/weak‐beam ratios larger than 1.5, (i) bottom story collapse mechanisms are typically avoided; (ii) a tolerable probability of collapse is achieved in a return period of 50 years; and (iii) controlled panel zone yielding is achieved while reducing the required number of welded doubler plates in interior beam‐to‐column joints. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Investigations into the relationship between changes in internal moisture regimes and rock surface deterioration in cavernous sandstone features          下载免费PDF全文

Lisa Mol 《地球表面变化过程与地形》2014,39(7):914-927

Cavernous features commonly develop in sandstone, but their development over time remains enigmatic. It has been suggested that moisture movements within the rock mass play a key role in the location, development and dynamics of cavernous features. In this research the role of internal moisture movement is tested through monitoring moisture and surface deterioration dynamics in April 2008 and April 2009 within two large cavernous features (mega‐tafoni) in the Golden Gate Highlands National Park, South Africa (GGHNP). Data are presented from surveys of internal moisture (using electrical resistivity tomography, ERT), surface moisture (using a Protimeter) and deterioration (using surface hardness as recorded with an Equotip as a proxy for surface deterioration) across five 2.45 m long transects. In addition a high resolution temperature record is presented to assess the influence of micro‐climates within the caverns. The results indicate consistency in the gross spatial pattern of moisture flow within the rock mass over a one year period, but significant changes in mean moisture contents and in the fine detail of moisture patterning. Some noticeably weakened areas had developed within the central parts of the cavernous features, often linked to wetter subsurface conditions, supporting the theory that ‘core softening’ is a main driver of cavernous feature formation. However, in some areas surface hardening is also found to be associated with wetter subsurface conditions, supporting the theory that ‘case hardening’ is a main driver of cavernous feature formation. In addition, the presence of well‐established biofilms suggests an even more complex interaction between moisture, surface development and biological activity. A model is presented therefore which integrates this paradox by proposing a non‐linear relationship between moisture dynamics, facilitation of biofilm formation, and deterioration within cavernous features. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Estimates of visibility of the surface of Venus from descent probes and balloons     

V.I. Moroz 《Planetary and Space Science》2002,50(3):287-297

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In-service deterioration of compressed earth blocks     

A.?G.?KeraliEmail author 《Geotechnical and Geological Engineering》2005,23(4):461-468

With the increasing backlog of shelter in most of the third world, attempts are being made to evolve low-cost but durable walling units. The introduction of compressed earth blocks (CEBs) some 50 years ago was seen as a major milestone. These blocks are made by compressing a damp mix of soil (90–95%), and cement (5–10%) to form strong and dense blocks used for walling. While considerable knowledge is available regarding their initial performance characteristics, little research has so far been conducted on their long-term durability and deterioration due to prolonged exposure to environmental factors. It is now widely recognised that rapid and premature deterioration does take place when the material is used in unrendered walling in most humid tropical environments. Premature defects such as roughening, pitting, erosion, volume reduction, cracking as well as crazing, etc., have all been witnessed within periods ranging from 1 month to 5 years after completion of construction. This paper reports on recent research conducted in Uganda where in-service defects such as pitting and cracking where measured directly from existing exposed walling to quantify their nature and extent. It can be concluded that the greatest deterioration was found to occur on east–west facing facades, and on the lower wall sections. The deterioration was also found to correspond to the age of the structure.  相似文献