Validation of OML,AERMOD/PRIME and MISKAM Using the Thompson Wind-Tunnel Dataset for Simple Stack-Building Configurations     

Helge Rørdam Olesen  Ruwim Berkowicz  Matthias Ketzel  Per Løfstrøm 《Boundary-Layer Meteorology》2009,131(1):73-83

A comprehensive dataset on dispersion behind rectangular buildings has been used to analyse the performance of two dispersion models in respect to their handling of building effects: the Danish OML model and the US AERMOD model with the PRIME building algorithm; additionally, the German MISKAM model has been assessed. OML and AERMOD are regulatory plume models with limited requirements in terms of input and computing resources, whereas MISKAM is a computational fluid dynamical model, and as such much more demanding. For most scenarios considered, the degree of misprediction in respect to the maximum concentrations is less than a factor of two for OML and AERMOD. However, in respect to the concentration at a specific location, especially in the near field, both models often result in larger mispredictions. MISKAM provides more accurate predictions.  相似文献   

浅谈我国建筑节能发展概况     

郭一凡 《中国勘察设计》2010,(10):22-26

建筑节能是一门综合性学科,根据我国建筑耗能概况,发展新兴节能技术成为我国建筑节能设计的研究方向。其中,智能化建筑的能量监控,可以更好的节约能源。讨论我国节能设计的三大误区,并且参考了四个发达国家的建筑节能措施。呼吁以可持续发展为原则进行建筑设计。  相似文献   

砖混建筑模型基底隔震实验研究   总被引：2，自引：1，他引：2  

张雄  刘浩吾 《地震工程与工程振动》1995,15(1):119-124

本文进行了四分之一大比尺砖混建筑模型的铅胶支座基底隔震效应的地震模拟实验工作，研究隔震结构在地震中的反应行为，为隔震技术在我国的推广应用提供了有力的支持。研究结构表明基底隔震技术是一种非常有交且又很安全的抗震措施，值午在工作中推广应用。  相似文献   

The decay of coastal forts in southeast Brazil and its implications for the conservation of colonial built heritage     

B. J. Smith  J. A. Baptista-Neto  M. A. M. Silva  J. J. McAlister  P. A. Warke  J. M. Curran 《Environmental Geology》2004,46(3-4):493-503

The 500th anniversary of European arrival in Brazil was celebrated in 2000 and highlighted the need to review the condition of the countrys remaining colonial built heritage. This revision is particularly apposite in the adjacent cities of Rio de Janeiro and Niterói, where the heritage that survived twentieth century reconstruction has done so largely because of ownership by the church or military. However, whilst this may have protected buildings from demolition, detailed fabric can be neglected or abused. This paper investigates this possibility through an examination of two forts, built primarily of local augen gneiss, that guard the entrance to Guanabara Bay. Natural outcrops exposed to the same humid sub-tropical maritime environment show that this rock is susceptible to slow disaggregation through salt weathering. Surveys suggest that stonework in the forts that is sheltered from rainwash is heavily loaded with salt and has passed a threshold, wherein stresses accumulated over centuries of apparent stability, combined with the effects of a more recent increase in atmospheric pollution and apparently inappropriate intervention (re-pointing), have triggered rapid breakdown that requires immediate intervention.  相似文献   

Engineering properties of Hınıs ignimbrites and their usability as a building stone (Erzurum, Turkey)     

Fevzi Öner  Sedat Türkmen  Ahmet Özbek  Tuncay Karakaya 《Environmental Geology》2006,50(2):275-284

The survival of several ancient monuments made of ignimbrites in Hınıs town (Erzurum-Anatolia), which has suffered from intense annual temperature fluctuations and strong seismic activity, can mainly be attributed to use of suitable building stones. This paper examines the usability as building stones of Middle Miocene Hınıs ignimbrites that widely outcrop in and around Hınıs town. The petrographical, geochemical, mechanical, and physical properties determined lead to categorization of the ignimbrites as four different types. The Hınıs ignimbrites contain dasite–trachy–andesite and rhyolite. Rhyolite is the strongest material whereas the other types, being more porous, are weaker, lighter, and have good heat-insulation properties. Being light (easily transportable, machinable, and workable), good heat insulators, environmentally friendly (because of natural ventilation), sufficiently elastic to sustain seismic loading in the area under study, and more cost-effective than artificial stones, Hınıs ignimbrites are certainly a preferable option for use as light building stone. These ignimbrites are not suitable for use as floor covering, however, (because of rapid abrasion) or for building structural columns (because of low strength).  相似文献   

建筑工程沉降观测的探讨   总被引：1，自引：0，他引：1  

胡锦修  滕风 《现代测绘》2006,29(3):25-26,32

根据本地实际地质状况,阐述了沉降观测在建筑工程中的作用,进行沉降观测工作的基本要求以及沉降观测中遇到的常见问题和解决办法。  相似文献   

Effects of local site and building parameters on damage distribution in Angra do Heroísmo—Azores     

Paula Teves-Costa  Carlos S. Oliveira  M. Luisa Senos 《Soil Dynamics and Earthquake Engineering》2007,27(11):986-999

During the M_w=6.9 January 1, 1980 earthquake in the Azores, the damage distribution in the town of Angra do Heroísmo, in Terceira Island, had a non-homogeneous spatial character. In order to understand the observed pattern of damage a microtremor survey was carried out, using ambient vibrations, and the data were analysed with the J-Sesame software, following the H/V Nakamura methodology. The results are in good agreement with the surface geology and they show a good correlation with the observed damages. Two building surveys were performed, in 1980 on damage evaluation and in 2000 on characterization of few building parameters. With all these elements (surface geology type, soil peak frequency, building type, number of stories and damage level) for 2111 buildings it was possible to perform several interparameter analysis, which enabled the identification of indicators that could be used to improve the damage estimation for future events.  相似文献   

Exploration for dimensional stone — implications and examples from the Precambrian of southern Finland     

O. Selonen  H. Luodes  C. Ehlers   《Engineering Geology》2000,56(3-4):275-291

Dimension stone is a natural rock that must fulfil high qualitative standards defined by both geology-based factors and non-geological factors. The stone itself (appearance/soundness) and the market demand are the two most important aspects in the quality assessment. The process of geological dimension stone exploration is a systematic and stepwise procedure, including individual steps of desk study, field mapping, detailed examination, geo-radar survey, and core drilling. The location of all economically feasible dimension stone deposits is strictly controlled by geological factors. Knowledge of these factors is fundamental in identifying new sites with potential for dimension stone. In this work the geological constraint on the occurrence of dimension stone in three areas, in the Precambrian of southern Finland, has been investigated. The deposits are localized to part of an area in which different geological features in combination have produced rock of good dimension stone quality. The study shows that, for example, vertical movements in the crust, magmatic evolution of an intrusion, and metamorphic grade define the location of rocks suitable for dimension stone.  相似文献   

山洪泥石流预警系统建设研究     

孙文伟 《地下水》2015,(1):118-120

丘陵地区植被较差,堆积物比较松散,遇有异常暴雨过程,容易形成山洪泥石流,产生自然灾害,造成人员财产损失。分析国内外有关建设最新成果,对丘陵地区开展山洪泥石流预警系统建设工作进行研究,利用现有科学技术,规划设计分析预警工作的方法、步骤、流程、结果,为丘陵地区防洪体系建设提供科学合理的建设模型。  相似文献   

Modeling spatiotemporal patterns of building vulnerability and content evacuations before a riverine flood disaster     

《Applied geography (Sevenoaks, England)》2014

In this paper, a spatiotemporal framework is developed for identifying building vulnerabilities and content evacuations during riverine flooding events. This work investigates the spatiotemporal properties required to trigger building contents evacuations in the floodplain during a flood event. The spatial properties for building risks are based on topography, flood inundation, building location, building elevation, and road access to determine five categories of vulnerability, vulnerable basement, flooded basement, vulnerable first-floor, flooded first-floor, and road access. Using this framework, a model designed to track the spatiotemporal patterns of building evacuations is presented. The model is based upon real-time flood forecast predictions that are linked with building properties to create a model that captures the spatiotemporal ordering of building vulnerabilities and building content evacuations. Applicable to different communities at risk from flooding, the evacuation model is applied to a historical flood for a university campus, demonstrating how the defined elements are used to derive a pattern of vulnerability and evacuation for a campus threatened by severe flooding.  相似文献