增设翼柱的底商多层砌体房屋抗震性能试验研究

为研究在结构前纵墙底层部位增设翼柱对底商多层砌体房屋抗倒塌性能的影响,分别设计了一个1/5缩尺比例的普通底商多层砌体房屋及增设翼柱的砌体房屋模型分别进行振动台试验研究,对比分析各模型的破坏过程、加速度放大系数、相对位移及典型位置应变等参数。结果表明,在同样的地震动输入下,带有翼柱的底商多层砌体房屋破坏程度、层间相对位移及层间位移角均明显低于普通底商多层砌体房屋,带有翼柱的底商多层砌体房屋抗倒塌性能显著提高。     

底商多层砌体房屋地震倒塌机理及加固方法研究

<正>我国地震多发且震害严重,震害的主要表现是人员伤亡,而导致人员伤亡的最重要因素是房屋倒塌。汶川地震显示,在我国中小城镇,地震破坏严重的建筑结构类型主要有底商多层砌体结构、多层RC框架结构、多层砖混结构,其中极震区底商多层砌体结构倒塌比率达85%。分析这类房屋倒塌机理,提出相应的抗倒塌设计方法及对既有建筑抗倒塌加固方法十分必要。本文通过对汶川地震极震区中底商多层砌体结构好、坏两种典型代表进行深入剖析,通     

底商多层砌体结构抗倒塌机理研究

结构倒塌是地震造成人员伤亡最主要的原因,汶川地震中,底商多层砌体结构房屋倒塌普遍,在北川县城,该类型结构倒塌率达80%。底商多层砌体结构房屋在我国长江以南地区的中小城市非常普遍,据不完全统计,我国现存该类型的房屋约2 000万栋,涉及居住人口     

底商多层砌体房屋地震破坏机理及加固研究

正"小震大害"是我国地震灾害的真实写照,其中房屋的严重破坏和倒塌是造成人员伤亡和财产损失的重要原因。而底商多层砌体结构房屋是地震中破坏和倒塌最严重的一类房屋。在汶川地震极震区,这种类型房屋倒塌率达80%。底商多层砌体结构房屋在我国长江以南地区的中小城市非常普遍,据不完全统计,我国现存该类型的房屋约200万栋,涉及居住人口1.2亿。研究该类型结构抗震机理及对现有房屋的加固方法是当前防震减灾的迫切需求。     

西昌市某多层砌体结构抗震能力分析及加固建议

多层砌体结构由于其施工简单、经济实用等自身优点,目前大量应用于我国的各类工业与民用建筑中。此类建筑物抗震鉴定对于抗震减灾意义重大。本文首先介绍了建筑结构抗震能力鉴定的流程,并结合西昌市某多层砌体结构的抗震分析,介绍了多层砌体抗震鉴定的一般流程、方法,并给出了抗震加固的建议,可为其它地震高烈度区多层砌体结构的抗震能力分析及加固提供参考。     

基于增量动力分析方法的砌体结构地震易损性分析

砌体结构是一种脆性结构,变形能力和承载力均较低,因取材方便、施工简单和造价低等优势在中国被广泛应用。为了评估砌体结构的抗震性能,本文基于增量动力分析（Incremental Dynamic Analysis,IDA）方法研究了多层砌体结构的地震易损性,分析了影响砌体结构地震易损性的主要因素以及群体多层砌体结构地震易损性。研究结果表明:在相同场地条件情况下,砌体结构的房屋层数、砌筑砂浆强度、设防烈度和墙体面积率对结构的地震易损性影响较明显;当结构层高在2.8~3.3 m之间时,层高对结构地震易损性的影响不大。抗震设防砌体结构抗震能力比不设防结构有明显提高,说明构造柱和圈梁等构造措施能显著提高砌体结构的抗倒塌能力,这与目前的基本认识相同,也证明了增量动力分析方法的有效性。     

震后多层砌体结构的抗震鉴定与加固设计

本文以5·12汶川地震后绵竹市某砖混结构住宅为典型调查研究对象,介绍了震后多层砌体结构房屋的常见震害现象和一般震害规律,结合有关规范分析了一般受损建筑不同的抗震鉴定方法和手段,对比分析了各种抗震加固措施的加固效果与适用条件,较为全面地总结了一般多层砌体结构从震害调查到鉴定加固的方法和程序,为灾后砌体结构的抗震加固设计提...     

多层砌体结构墙体整体破坏模式研究

在总结砌体结构墙体震害特征的基础上,提出了多层砌体结构地震作用下3种典型的墙体整体破坏模式;对各种破坏模式的破坏特征进行了分析与验证,对比研究了各类破坏模式对砌体结构整体抗震性能的影响,指出窗下墙先于窗间墙发生破坏的模式是砌体结构较为理想的墙体破坏模式;同时,结合震害现象阐明了我国现行规范中砌体结构设计方法存在的不足之处,为规范的修订与完善提供参考。     

填充墙对底框结构地震反应的影响

为研究填充墙对底层框架多层砌体房屋地震反应的影响,以典型的填充墙-底层框架多层砌体房屋为基础,建立有限元计算模型并进行了弹塑性动力时程分析。根据不同模型的计算结果以及填充墙的刚度和强度,分析了填充墙对底层框架多层砌体房屋自振周期、地震作用下房屋整体变形、底层框架的损伤以及填充墙与底层框架相互作用的影响。计算结果表明：填充墙对房屋整体地震反应产生明显影响,其影响不能忽略。在上部砌体结构质量和刚度不变的情况下,结构自振周期随着填充墙刚度的增加而降低;随着填充墙与底层框架之间连接作用的增强,结构整体的变形减小,底层框架的损伤增大。当填充墙与底层框架之间采用弱连接时,采用强度较高的填充墙可以提高结构整体的变形能力,从而提高结构整体的抗震能力。     

中小学砌体结构校舍的隔震加固技术研究

本文以抗震设防8度区的山西省某小学4层砌体结构教学楼抗震加固为背景,探讨了采用隔震技术对多层砌体房屋进行抗震加固的计算分析方法、施工工艺及相应的关键技术。结果表明,叠层橡胶垫基础隔震加固可以有效降低上部结构所受的地震作用,能够在一定程度上提高工程结构的安全性,是一种比较有效的建筑抗震加固技术。在高烈度区对砌体结构校舍进行抗震加固时,采用隔震加固技术比传统加固方法更具有优势。相关成果对于中小学砌体结构校舍抗震加固具有重要的参考价值。     

基于分子标记的藻类鉴定研究进展

藻类鉴定被广泛应用于藻类遗传学、生理学、生态学和应用藻类学,尤其是藻类调查和评估.然而,基于形态学的鉴定往往因为分类特征未出现或不典型、设备限制和人员经验欠缺等原因带来较大误差.随着测序技术的不断发展,分子标记已成为藻类鉴定的一个通用工具.由于藻类类群众多且差异很大,分子标记的选择成为藻类鉴定的关键.本文综述了蓝藻、硅藻、绿藻、甲藻、裸藻、隐藻、金藻、黄藻、红藻和褐藻等主要门类分子标记的选择及应用进展,包括分子标记选择原则、常用标记和相应序列数据库,以及各个分子标记在不同类群应用中的优缺点等.藻类分子鉴定源于编码核糖体RNA的基因（rDNA）,发展于细胞核、线粒体、叶绿体DNA等.然而,当前藻类分子鉴定逐渐细化和完善,单一的核糖体DNA、内转录间隔区（ITS）和保守蛋白编码基因等短序列分子标记已经很难满足藻类鉴定的需求,多标记组合成为一种必然选择.同时,线粒体基因组、叶绿体基因组、核基因组、转录组和宏基因组等提供了更多遗传进化信息,弥补了短序列分子标记在系统分类应用中的不足.对于藻类鉴定,单纯依赖分子标记或形态学都不足以保证鉴定的准确性,采用将分子生物学、形态学、生理生化学等结合的多相学方法,才能准确地完成鉴定工作.此外,藻类分子数据库的建立和完善是未来分子鉴定的重要工作,快速鉴定方法也必将在未来获得广泛的应用和发展.     

The Upper Devonian orbital cyclostratigraphy and numerical dating conodont zones from Guangxi,South China

The hierarchically organized laminae, bundles, bundlesets and superbundlesets which correspond to a sub-Milankovitch, obliquity or precession, eccentricity and long eccentricity cyclothems, respectively, have been distinguished from the Upper Devonian Fras-nian-Famennian (F-F) transitional carbonate successions deposited in the carbonate-basin and slope facies of Guangxi, South China. The durations of cyclothems are 8000-10000a, 16667a or 33333a, 100000a and 400000a, respectively. The ratio of eccentricity to precession, eccentricity to obliquity, and long eccentricity to eccentricity is 1 : 6, 1 : 3 and 1 : 4 in the Devonian, respectively. Orbital cyclostratigraphical studies show that the durations of the conodont falsio-valis Zone, transitans Zone, punctate Zone, Lower hassi Zone, Upper hassi Zone, jamieae Zone, Lower rhenana Zone, Upper rhenana Zone, linguiformis Zone, Lower triangularis Zone, Middle triangularis Zone and Upper triangularis Zone are 0.4, 0.4, 0.4, 0.3, 0.4, 0.2, 0.8, 0.6, 0.8, 0.3, 0     

饱和砂岩滞弹性弛豫衰减机理的探索

本文采用从法国引进的Metravib热机械分析仪用正弦波加载方式,首次对四种不同孔隙度的饱和砂岩的衰减进行了实验研究,在5~400 Hz的频率,-50 ℃~100 ℃的温度范围获得衰减的热弛豫规律,由此求得它们的激活能和原子振动频率,其激活能和弛豫时间是处在原子和电子的激活能和弛豫时间之间.可见,在饱和岩石的晶粒间界缺陷处参与扩散的是原子、电子.并得出随孔隙度增大,衰减强度和激活能增大,原子的振动速率加快,弛豫时间缩短.在交变应力作用下,由多种矿物晶体胶结而成的饱和砂岩是一种多晶、多相的固体,由于内部结构复杂,损伤、缺陷广布,弛豫衰减是普遍存在的.饱和砂岩中存在的晶界、相界等许多缺陷,以及缺陷间的相互作用,比如饱和岩石中的饱和液体与岩石骨架之间的作用等等都可以产生弛豫衰减峰,弛豫过程还受晶界上原子扩散所控制.由于饱和岩石中的种种缺陷、相界等等导致上述矿物颗粒或晶界之间的多重弛豫,才使弛豫衰减峰变宽,分布宽度增大.用饱和砂岩中特有的饱和液体及砂岩内部结构的复杂性解释了饱和砂岩的衰减机理,很自然地将其宏观衰减特征与微细观结构紧紧联在一起.衰减及其机理的研究既具有科学意义,对地球物理勘探又具有实用价值.     

Investigations on Mineralogical and Chemical Composition of Suspended Particulate Matter (SPM) in the Odra Estuary

In order to recognize lateral and seasonal variations in composition of suspended particulate matter (SPM) in the Odra Estuary, samples were taken at four sites in the period July 1996 - July 1997 monthly if possible. The contents of the elements Si, Ti, Al, Fe, Mn, Mg, Ca, Na, K, P, C, S as well as Ba, Cr, Sr, V, Zn, Cu, Zr, and of the minerals illite, chlorite, smectite, kaolinite and others have been determined. The decreasing influence of the river Odra towards the open sea could be realized with the help of the contents of the minerals quartz, smectite, and of the elements Ba, Cr, K, P, Si and other. 60% of the seasonal and lateral variations can be explained by changing contents of total carbon (TC), total organic carbon (TOC), Al, Fe, Si, Ti, P, Mn, and Ba. They are mainly caused by differences in the production of organic matter, resuspension, riverine input, and redox-sensitive processes.     

Historische Entwicklung einer Sedimentbelastung: Gedächtnis einer Industrieregion Historical Trends of Sediment Loads: Memory of an Industrial Region

The chronologies are shown of sediment load on the banks of a river of the Ruhr district (Lippe) with radionuclides of radium, lead and cesium and preliminary chemical measurements for lead, zinc, arsenic, mercury, cadmium, barium, PAHs, PCDDs, PCDFs, PCBs, TOC, AOX and EOX. A new method of dating is developed and proved, which is especially suitable for rivers with radioactivity from coal mines. The method improves the well-known excess-²¹⁰Pb-dating for the use with rivers in industrial regions and allows the preparation of load histories (chronologies). Conclusions are made on the historical trend of emissions in the region from the trend of the sediment load of known age and regular sedimentation without perturbation.     

Debris flow disaster at Larcha, upper Bhotekoshi Valley, central Nepal

Abstract   Damage, destruction and casualties related to landslide and debris flow are common phenomena in the Himalaya, especially during the summer monsoon. This fact was tragically illustrated on 22 July 1996, when Larcha, situated at the 109-km mark of the Arniko Highway, upper Bhotekoshi Valley, central Nepal, experienced a catastrophic debris flow powered by the Bhairab Kunda Stream. Of the 22 houses in Larcha, 16 were swept away, two were partially damaged and 54 people were killed in a matter of a few minutes. The event attracted attention when media linked it to a glacial lake outburst flood as a result of the fact that the source of the stream is a glacial lake. To understand the cause, initiation mechanism and deposition process, the basin area was studied from geological, geomorphologic and engineering geological points of view and the role of precipitation was evaluated. A combination of rainfall, runoff from cliff faces and stream undercutting triggered failure of the bedrock and colluvium, both on the dip and counter-dip slopes, 500 m upstream from the highway. The landslide debris dammed the channel, which was eventually breached, and deposited approximately 104 000 m³ of coarse debris, dominated by the metasediments of the Lesser Himalayan origin, and overwhelmed the village of Larcha. The debris deposit was studied for clast size, composition, texture and dimensions. Lack of sorting and the presence of abundant silt and clay in the source area helped in the initiation of debris flow. The abundance of the Lesser Himalayan metasediment clasts together with the absence of debris traces upstream from the landslide site ruled out the possibility of a glacial lake outburst flood. The disaster was a result of landslide damming triggered by precipitation and stream undercutting and sudden bursting.     

震后混凝土缺陷加固修复构件性能实验分析

为避免震后建筑工程加固不合理导致再次受损,并为加固修复工程提供合理化建议,促进震后救灾工作顺利开展,提出震后建筑工程混凝土缺陷加固修复方法的研究。首先,对混凝土梁试件和混凝土柱试件进行设置,研究基于碳纤维布或外包钢套加固方法对混凝土梁和混凝土柱试件展开循环荷载试验;其次,通过混凝土梁试件滞回曲线、骨架曲线、延性及耗能情况,分析不同加固修复方法的混凝土梁试件抗震性能;最后,通过混凝土柱试件延性及耗能、刚度退化和承载力退化情况,分析采用不同加固方法修复的混凝土柱试件抗震性能。试验结果显示：高配筋率可提升混凝土梁试件滞回特性,外包钢套加固混凝土梁试件滞回饱满程度较高、耗能较少,碳纤维布加固梁试件可将加载位移由10 mm延缓至30 mm,提升延性;碳纤维布加固可提升混凝土柱延性,外包钢套加固重度缺陷混凝土柱可以良好抑制其刚度和承载力退化。试验结果验证了碳纤维加固可提升震后建筑工程混凝土结构延性,外包钢套加固可抑制混凝土结构刚度、承载力退化。     

全球地球科学大断面与地球动力学（Ⅰ）

全球地球科学断面（ＧｌｏｂａｌＧｅｏｓｃｉｅｎｃｅＴｒａｎｓｅｃｔｓ，简称ＧＧＴ）是当今世界岩石层计划的重要组成部分，也是深化岩石层研究的科学前沿。本文阐明全球ＧＧＴ断面计划的内涵和要求，给出其在全球范围内的分布格局和中国１１条断面的地理位置，在板块构造和地体概念的指导下，依据地球物理、地球化学和地质构造资料相结合的原则进行综合编图。从全球构造出发，对世界上的几条典型断面：北美胡安德富卡－阿尔伯塔（ＪｕａｎｄｅＦｕｃａＡｌｂｅｒｔａ）平原大陆－大洋的ＧＧＴ断面（简称Ｂ＿２断面），欧洲地学断面计划（ＥＧＴ）的“挪威北角－阿尔卑斯－地中海－南突尼斯”断面，中国地学断面计划ＧＧＴ中的“亚东－格尔木”断面，“满都拉－响水”断面和“广州－巴拉望”海洋断面等进行了阐述和讨论，同时对其它一些断面也进行了概述。在各条断面分布的地理位置和构造部位各异的条件下，对其地球物理场和岩石层结构进行了综合研究，探讨了其地球动力学机制并给出了地球科学解释的概念性模式。     

Contamination of saltmarsh sediments and biota by CCA treated wood walkways

Sediments, marsh grasses, and ribbed mussels were collected under two CCA wood walkways (15 and 3 years old) and 1, 3, and 10 m out, in the high, middle and low marshes. These sediments, and samples from reference sites, were analyzed for Cu, Cr, and As by atomic absorption spectrophotometry. Metal concentrations were highly elevated under the walkways and up to 10 m away. Dispersal of contaminants near the old walkway was greatest in the low marsh, less in the middle, and least in the high marsh, corresponding to periods of tidal inundation. Accumulation under the walkway was generally greatest in the low marsh. Contamination was much higher in sediments under the new walkway than the old one, but metals had not dispersed as far. Accumulation patterns in plants were similar, but the contamination did not disperse as far and was not greater under the new vs the old walkway, despite differences in sediment concentrations. In mussels, bioaccumulation was seldom statistically significant, due largely to small sample sizes.