建筑结构基于性能的抗震评估的等ζy延性谱法

利用水平地震作用下单自由度体系的运动方程,以屈服承载力系数ζy为参量,推导出适时延性系数动力方程,从而建立了基于屈服承载力系数的延性需求谱。结合结构的非线性静力pushover分析,提出了基于性能的抗震评估方法——等ζy延性谱法。用等yζ延性谱法对一个6层钢筋混凝土框架结构进行了抗震评估,并与非线性时程分析进行了比较。结果表明,用等yζ延性谱法对结构进行抗震性能评估是可行的,并且具有较高的精度。     

常时微动测试在抗震设计上的应用

简要介绍了常时微动的基础知识、分类、研究现状及其在抗震设计工程中的应用。     

长兴、横沙两岛潮滩沉积物的粒度概率及其分析

通过对长兴、横沙两岛潮滩沉积物粒度概率曲线的分析，揭示了潮滩沉积物的以下特点：１．以跃移组分为主，悬移组分次之，滚动组分极少；２．随着沉积物的变细，跃移组分含量呈减少趋势，悬移组分相反；３．跃移和悬移组分具有显著的双段式特征，反映了潮流的双向搬运和沉积作用；４．跃移－悬移组分的临界粒径（ψ）与样品的平均粒径Ｍ（ψ）之间呈抛物线型正相关。     

EVOLVING FACTOR ANALYSIS APPLIED TO FLOW INJECTION ANALYSIS DATA

Evolving factor analysis is used to estimate the concentration profiles and spectra of Bi~(3 )and the bismuthchloride complexes BiCl~(2 )through BiCl_6~(3-)formed by injection of bismuth percblorate into a flowingstream of 1.0 mol l~(-1) HCl.The estimated spectra compare favorably with previously published spectraof the complexes.     

Interpretation of torsional shear results for nonlinear stress–strain relationship

Torsional tests are frequently used in material testing to determine shear stress–strain relationships. In the tests, torque is applied to a solid or hollow cylindrical specimen, whose twist angle is recorded as the response. While the raw test results are readily available in terms of torque–twist sets, converting them into intrinsic stress–strain relationships is not always straightforward, owing to the nonlinear stress–strain behavior and the non‐uniform radial distribution of the stress and strain fields. It follows that the approaches currently used to interpret torsional data are essentially empirical based. The present paper addresses this data interpretation issue from a more rigorous perspective. The paper includes two parts: the first part concerns hollow cylindrical specimens under torsion, where an analytical‐based recursive procedure is developed; and the second part deals with solid torsional specimens, for which an analytical solution given by Nadai is directly employed. Examples pertaining to these two cases are examined and the resulting shear stress–strain curves are compared with those based on a number of popular empirical methods. The proposed analytical approaches can serve as a benchmark for checking the accuracy and validity of those empirical propositions. It is worth noting that, for brittle materials exhibiting softening behavior, only the analytical method gives the correct interpretation. Copyright © 2007 John Wiley & Sons, Ltd.     

Incorporating variable source area hydrology into a curve-number-based watershed model

Many water quality models use some form of the curve number (CN) equation developed by the Soil Conservation Service (SCS; U.S. Depart of Agriculture) to predict storm runoff from watersheds based on an infiltration-excess response to rainfall. However, in humid, well-vegetated areas with shallow soils, such as in the northeastern USA, the predominant runoff generating mechanism is saturation-excess on variable source areas (VSAs). We reconceptualized the SCS–CN equation for VSAs, and incorporated it into the General Watershed Loading Function (GWLF) model. The new version of GWLF, named the Variable Source Loading Function (VSLF) model, simulates the watershed runoff response to rainfall using the standard SCS–CN equation, but spatially distributes the runoff response according to a soil wetness index. We spatially validated VSLF runoff predictions and compared VSLF to GWLF for a subwatershed of the New York City Water Supply System. The spatial distribution of runoff from VSLF is more physically realistic than the estimates from GWLF. This has important consequences for water quality modeling, and for the use of models to evaluate and guide watershed management, because correctly predicting the coincidence of runoff generation and pollutant sources is critical to simulating non-point source (NPS) pollution transported by runoff. Copyright © 2007 John Wiley & Sons, Ltd.     

再探伽玛射线暴中能量与脉冲宽度的依赖关系

探索来源于BATSE(http://cossc:gsfc:nasa:gov/batse)的GRB(Gamma-Ray Burst,伽玛射线暴)观测数据的半峰宽度(FWHM)与能量之间的关系,基于64个用KRL函数模型(即,文[1]中的(22)式)能很好地拟合的FRDE(Fast Rise and Exponential Decay,快速上升指数下降)型脉冲样本。发现64个样本中有63个的半峰宽度(FWHM)与能量之间的关系属于平台—幂率—平台型结构或峰型结构。64个样本的半峰宽度(FWHM)与能量之间的关系在观测中可详细分为5种类型:a)有34个样本为幂率形式关系;b)18个样本为低能段平台关系;c)有7个样本为高能段平台关系;d)4个样本为峰型结构关系;e)另外有1个样本为其他结构。结果表明:GRB观测数据的半峰宽度(FWHM)与能量之间的确存在有幂率的关系。此结果进一步确认了文[2](Qin etal 2005)的观点,即半峰宽度(FWHM)与能量之间的关系是由于火球模型的多普勒效应(Doppler effect)导致的。     

深圳市公共文化场所空间分布格局研究

随着深圳市逐步实施文化立市的发展战略，公共文化场所的设置和选址变得日益重要。利用ArcGIS和SPSS软件，通过定性描述与定量分析相结合的方法探究深圳市公共文化场所的空间分布格局，得出区际差异大，集中程度高，总体上呈现以特区内为核心、特区外为边缘地带的分布格局．外向型公共文化场所集中化分布的特征更为显著，公共文化场所的空间分布格局呈更加均衡的发展趋势等是其主要特征，进而分析了居民生活品质、人口分布、交通区位、政府行为等因素对现有分布格局的影响，并建议应适度加大政府行为因素对分布格局的影响等。     

低渗透储层成岩作用定量表征与成岩储集相——以吉林新立油田泉头组三、四段为例

作者采用铸体薄片、阴极发光、扫描电镜等手段,统计了新立油田泉头组三、四段储层的视压实率和视胶结率,对成岩作用强度进行了定量表征。引入了成岩系数和成岩储集相的概念,并按照成岩系数大小,将储层划分为4种成岩储集相,即强溶蚀次生孔隙成岩储集相(A相),中等压实-弱、中胶结混合孔隙成岩储集相(B相),强压实-弱、中胶结混合孔隙成岩储集相(C相)和碳酸盐强胶结成岩储集相(D相)。其中以A相最有利于油气聚集,B相次之,C相较差,D相最差。分析了各类成岩储集相特征和演化,认为晚成岩A亚期的酸性水溶蚀作用形成次生孔隙是改善储层物性的关键因素。