斗栱结构功能试验研究

结合充分的文献资料和实物研究，本文系统地介绍了古代木构建筑中斗Gong的构造、结构功能及其发展演化，并依照宋代《营造法式》中的规定方法建造了斗Gong模型，进行低周反复荷载试验。根据试验结果概要的阐明了斗Gong的受力机理及抗震性能。     

Reversed polarity patches at the CMB and geomagnetic field reversal

The International Geomagnetic Reference Field models (IGRF) for 1900–2000 are used to calculate the geomagnetic field distribution in the Earth’ interior from the ground surface to the core-mantle boundary (CMB) under the assumption of insulated mantle. Four reversed polarity patches, as one of the most important features of the CMB field, are revealed. Two patches with +Z polarity (downward) at the southern African and the southern American regions stand out against the background of ™Z polarity (upward) in the southern hemisphere, and two patches of ™Z polarity at the North Polar and the northern Pacific regions stand out against the +Z background in the northern hemisphere. During the 1900–2000 period the southern African (SAF) patch has quickly drifted westward at a speed of 0.20–.3° /a; meanwhile its area has expanded 5 times, and the magnetic flux crossing the area has intensified 30 times. On the other hand, other three patches show little if any change during this 100-year period. Extending upward, each of the reversed polarity patches at the CMB forms a chimney-shaped “reversed polarity column” in the mantle with the bottom at the CMB. The height of the SAF column has grown rapidly from 200km in 1900 to 900km in 2000. If the column grows steadily at the same rate in the future, its top will reach to the ground surface in 600–700 years. And then a reversed polarity patch will be observed at the Earth’s surface, which will be an indicator of the beginning of a magnetic field reversal. On the basis of this study, one can describe the process of a geomagnetic polarity reversal, the polarity reversal may be observed firstly in one or several local regions; then the areas of these regions expand, and at the same time, other new reversed polarity regions may appear. Thus several poles may exist during a polarity reversal.     

Locally modified surface winds on linear dunes as derived from directional raingauges

The study deals with local airflow patterns induced by 12–16 m high, partly vegetated dunes, under various prevailing wind conditions. Detailed empirical data were derived by means of an unconventional use of directional raingauges. The utility and accuracy of the method have been previously tested in a combined empirical and numerical study over ridges on a similar scale. Results are presented on the nature, extent and intensity of locally modified patterns of surface flow and on their dependence on wind conditions and slope inclination. Results may serve to verify or refine existing perceptions or models of the flow affecting sand movement over dunes. For example, deflected surface wind flow and even stationary vortices were found to form under winds with resultant angles of incidence of only 5–10° relative to the axes of the dunes, and on slopes inclined only 12–15°, i.e. lower angles than often assumed in previous studies of dune morphology. Various effects of the resulting surface flow on the dune ecosystem are also referred to, e.g. the distribution of settling dust and seed dispersal. Copyright © 2002 John Wiley & Sons, Ltd.     

许家窑组及许家窑文化层年代问题的磁性地层学证据

许家窑文化遗址的发现将传统上被认为是早更新世前后的泥河湾层的年代范围推至晚更新世 ,由此建立的许家窑组被确认为我国北方晚更新世湖相沉积的标准地层。近几年对包含许家窑文化层在内的泥河湾层用高分辨率磁性地层学方法研究结果表明 ,在文化层以下 3m处发现了厚度达 6 m以上且分布连续的反向极性带 (未见底 ) ,综合分析认为 ,该反向极性带为松山反向极性带。这一发现否定了在文化层以下 4— 5 m处存在布莱克反向极性偏移的报道。根据松山反向极性时的结束时间为距今 78万年及泥河湾层的沉积速率推算 ,许家窑泥河湾层的年代范围应为早更新世晚期至中更新世 ,而许家窑文化层应为中更新世早期。由此可见 ,泥河湾层的年代范围及分组方案尚需用多种手段进一步研究才能定论     

基于反向射线与顶点退化判断点在多边形内外的算法及应用

利用射线法判断点在多边形内外的方法简单易用,但是对于交点中含有顶点的情况,使用这种方法将产生奇异性,大大降低判断的准确性。鉴于这种情况,通过对已有的判断点在多边形内外算法的分析与研究,提出了基于反向射线和顶点退化处理相结合判断点在多边形内外的算法,并给出了具体的程序设计以及将该算法推广到了复杂多边形的情况。同时,将该算法应用于某市基础地理信息系统数据预编辑中,结果表明,判断准确率大大提高。     

新型节能复合混凝土空心砌块砌体抗震性能的试验研究

本文通过2片开窗洞加窗台梁节能复合混凝土小型空心砌块墙体和2片不开窗洞墙体的水平低周反复荷载试验,研究了节能复合混凝土小型空心砌块砌体墙的受力全过程、开裂部位、裂缝发展情况以及破坏形态,分析了墙体的滞回特性、延性、耗能能力,刚度退化曲线等抗震性能,同时,考察了墙体外叶保护层的受力性能、破坏程度以及与墙体的共同工作机理,探讨了不同构造措施以及开窗洞对墙体抗震性能的影响。研究结果表明:复合混凝土小型砌块砌体从开始加载到最终破坏,砌块保护层都没有明显的鼓凸和脱落现象,说明聚苯层及横向拉结筋能够提供可靠的连接,保证外叶保护层在水平剪力和竖向荷载共同作用下和墙体整体工作,此外,开窗洞对墙体的抗震性能削弱较大。     

板柱结构中柱节点抗震性能的试验研究

通过5个板柱结构中柱节点的水平低周反复荷载试验,研究了中柱节点的延性、滞回特性、耗能能力和破坏形态。实验结果表明,水平荷载作用下中柱节点主要有弯曲破坏和冲切破坏2种破坏形态,板中钢筋的配筋率是影响节点破坏形态的主要因素之一,板柱结构中柱节点的抗震性能要比框架结构的梁柱节点差。     

冲击反循环钻凿方法应用研究

本文就大口径灌注桩的钻凿方法进行了分析评价,冲击反循环钻凿工艺进行了探讨,对钻头结构、刃角型式及排列方式等参数进行了阐述,提出施工中常见事故预防措施和处理方法.     

砂卵砾石层倒垂孔施工技术

针对砂卵砾石层倒垂孔施工中钻孔偏斜、孔内坍塌掉块、取心以及保护管的安装等困难问题,从钻机安装、钻具结构、设备能力、钻进技术参数等多方面采取相应的技术措施,取得了良好的施工效果。介绍了红叶电站砂卵砾石层倒垂孔的施工技术。     

平面上处理科氏力余震效应（续二）

我国大震以走滑型震源占多数,但也有一定数量的逆断层错动和混合型错动的震源。在已研究走滑型震源在平面上处理科氏力余震效应的基础上,文章对逆断层震源和混合型震源在平面上处理科氏力余震效应作分析讨论。