圆钢管混凝土压弯构件荷载一位移滞回性能分析   总被引：6，自引：1，他引：6  

韩林海  陶忠  阎维波 《地震工程与工程振动》2001,21(1):64-73

在空钢管中填充混凝土可以避免或延缓钢管过早地发生局部屈曲，并有效地提高构件的延性，从而增强构件的抗震性能，本文在对圆钢管混凝土构件弯矩－曲率关系分析的基础上，分析了圆钢管混凝土压弯构件P－△滞回关系曲线，理论计算结果得到国内外大量结果的验证，基于理论分析模型，分析了各参，如构件轴压比，长细比，截面含钢率和材料强度等因素对圆钢管混凝土压变变构件P－△滞回关系曲线的影响，最后，确定了圆钢管混凝土压弯构件P－△恢复力学模型和延性系数的简化计算方法。  相似文献   

关于吉林地区挖孔桩设计问题的探讨     

李向群  袁铁铮 《吉林大学学报(地球科学版)》2001,31(4):372-375

探讨了在吉林地区高层建筑中有关桩基规范执行及设计施工过程中常见的问题。通过对不同直径的桩端进入持力层深度的对比 ,明确 2d与 4d的对比要求 ,即持力层厚度的保证比进入持力层深度更重要。针对通长配筋“一通到底”的设计给施工带来的不便及浪费提出了新的建议。通过实践给出“α”角的建议值 ,既能减小扩大桩头斜面上受到卸荷后侧土压力 ,又可减少施工时的坍方。最后对降水及护壁提出了结合实际地质情况的 4种方法。  相似文献   

Location and height of intertidal bars on macrotidal ridge and runnel beaches     

Gerhard Masselink  Edward J. Anthony 《地球表面变化过程与地形》2001,26(7):759-774

Previous studies devoted to the morphology and hydrodynamics of ridge and runnel beaches highlight characteristics that deviate from those initially postulated by King and Williams (Geographical Journal, 1949, vol. 113, 70–85) and King (Beaches and Coasts, 1972, Edward Arnold). Disagreements on the morphodynamics of these macrotidal beaches include the position of the ridges relative to the mean neap and spring tide levels, the variation in the height of the ridges across the intertidal profile and, most importantly, whether the ridges are formed by swash or surf zone processes. The morphological characteristics of ridge and runnel beaches from three locations with varying wave, tidal and geomorphic settings were investigated to address these disagreements. Beach profiles from each site were analysed together with water‐level data collected from neighbouring ports. It was found that the ridges occur over the entire intertidal zone. On one site (north Lincolnshire, east England), the ridges are uniformly distributed over the intertidal beach, whereas on the two other sites (Blackpool beach, northwest England, and Leffrinckoucke beach, north France) there is some indication that the ridges appear to occur at preferential locations. Most significantly, the locations of the ridge crests were found to be unrelated to the positions on the intertidal profile where the water level is stationary for the longest time. It was further found that the highest ridges generally occur just above mid‐tide level where tidal non‐stationarity is greatest. These findings argue against the hypothesis that the ridges are formed by swash processes acting at stationary tide levels. It is tentatively suggested that the ridges are the result of a combination of swash and surf zone processes acting across the intertidal zone. Elucidation of the morphodynamic roles of these two types of processes, and other processes such as strong current flows in the runnels, requires further comprehensive field measurements complemented by numerical modelling. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

The role of industrial archaeology in conservation: The Reşiţa area of the Romanian Carpathians     

Nicolae Hillinger  Martin Olaru  David Turnock 《GeoJournal》2001,55(2-4):607-630

Industrial archaeology has developed as an important aspect of conservation during the second half of the twentieth century in the Western world and there have been great opportunities in transition countries since 1989 on account of economic restructuring and the importance given to 'niche' tourism. While the core interest lies with machines and industrial buildings, attention is also given to transport systems and the social context, with respect to relations between owners, managers and workers. Moreover, the desirability of maintaining old industrial installations within their traditional landscape settings enables industrial archaeology to make a contribution to sustainable development. This paper considers the prospects for Romania, with particular reference to the Reşiţa area of the Banat Carpathians. The mineral resources of this region gave rise to a metallurgical industry which was established under Habsburg administration in the eighteenth century and continues today. In addition to the principal factories in Anina and Reşiţa, the mining installations, transport systems and power stations contribute to a diverse industrial region in a distinctive physical and cultural setting. The development of the complex is summarised and the opportunities for conservation are evaluated. The tourist infrastructure of the area is also examined with regard to the range of accommodation available. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

ANALYSIS ON MOUTH BAR EVOLUTION OF THE YELLOW RIVER ESTUARY     

JI Zuwen  HU Chunhong 《国际泥沙研究》1996,(3)

ＡＮＡＬＹＳＩＳＯＮＭＯＵＴＨＢＡＲＥＶＯＬＵＴＩＯＮＯＦＴＨＥＹＥＬＬＯＷＲＩＶＥＲＥＳＴＵＡＲＹＪＩＺｕｗｅｎ；ＨＵＣｈｕｎｈｏｎｇ（Ｅｎｇｉｎｅｅｒ，ＤｅｐａｒｔｍｅｎｔｏｆＳｅｄｉｍｅｎｔａｔｉｏｎＥｎｇｉｎｅｅｒｉｎｇ，ＣｈｉｎａＩｎｓｔｉ...  相似文献   

黄河河口拦门沙发育动态   总被引：5，自引：0，他引：5  

叶青超 《地理研究》1996,15(1):58-65

河口拦门沙发育主要取决于河口边界、径流、海洋动力、海面增减水以及河口疏浚等环境要素的相互作用。拦门沙在口门附近呈扇状分布隆起的沙坝,沉积结构为紧密的“铁板沙”.1984-1987年拦门沙自然发育时期,拦门沙长度为7km以上,年平均推进速度1.30km,沙顶高程为-0.1-0.5m;1988-1992年拦门沙人为疏浚发育时期,通过河口疏浚后,拦门沙增长有所减缓,其长度减为4-6km,年平均推进速度降为1.26km,沙顶平均高程下降到-0.7m,相应地减轻了河口地区的防洪压力。  相似文献   

由直线和曲线混合组成的地形符号在DCS中的处理     

郝向阳 《测绘学院学报》1995,(4)

在ＤＣＳ输出的地籍图上，有许多由直线段和曲线段组成的地物符号，用传统方法处理难以取得理想的绘图效果。本文在分析ＤＣＳ数据结构和属性码的基础上，提出了曲线部分按三次参数样条曲线逼近，讨论了直线段和曲线段的各种组合情况，并且通过正确地选择边值条件使二者之间．的连接比较符合实际。最后扼要分析了该类线段按虚线绘出时的处理方法。  相似文献   

重庆大学危岩锚固工程简介   总被引：1，自引：0，他引：1  

秦勇  彭永树 《四川地质学报》1993,(2)

重庆大学18层高层建筑物拟建在嘉陵江高陡斜坡脚下,斜坡上部陡崖为侏罗系上沙溪庙组巨厚层砂岩,岩石原生及岸剪裂隙发育,危岩直接威胁着建筑物。川地208队采用锚杆加固及涂抹砂浆水泥护坡综合防治工程,效果明显。  相似文献   

内藏钢桁架混凝土组合低剪力墙抗震性能试验研究   总被引：3，自引：2，他引：3  

陶军平  曹万林  张静娜  郑同亮  张建伟 《世界地震工程》2006,22(2):131-137

进行了3个1/3缩尺的低剪力墙的抗震性能试验研究,包括1个普通混凝土低剪力墙、1个内藏钢框架混凝土组合低剪力墙和1个内藏钢桁架混凝土组合低剪力墙。在试验研究基础上,对比分析了各剪力墙的刚度及其衰减过程、承载力、延性、滞回特性、钢筋应变、耗能能力及破坏特征。试验表明:内藏钢框架和内藏钢桁架混凝土组合低剪力墙的抗震性能比普通混凝土低剪力墙明显提高。  相似文献   

大跨度钢桁架转换结构振动台试验研究   总被引：1，自引：0，他引：1  

刘劲松  裘涛  贺明卫 《世界地震工程》2006,22(4):145-149

以某带高位大跨钢桁架转换结构高层建筑为工程背景,进行了1/25缩尺比例的模型振动台试验,通过粘贴在钢桁架杆件上的应变片,测试了输入不同加速度峰值地震波作用下钢桁架的地震响应。在加速度峰值0.9g地震波作用下,两端支承钢桁架筒体剪力墙才出现裂缝,表明连接部位剪力墙受力性能较好;人工波作用下结构的地震响应最大,层地震作用力在钢桁架转换结构层有突变;试验中随模型结构裂缝发展和抗侧刚度衰减,层地震作用力分布发生变化,其中钢桁架转换结构层承担地震力相对减小,钢桁架应变反应也相对趋缓;钢桁架两端杆件受力较大,表明支承剪力墙对钢桁架的约束作用较大。  相似文献