在大震下 RC框架结构基于Pushover方法的失效相关性分析

目前,基于性能的建筑结构抗震设计成为世界各国土木工程界研究的热点之一.结构体系可靠度理论是进行结构性能分析的重要的理论基础.在结构体系可靠度的计算中,一个急待解决的问题是结构构件或截面间的失效相关性问题.本文基于pushover方法,采用Monte Carlo法和随机有限元法,在小震研究成果的基础上,进一步研究了钢筋混凝土框架结构在大震情况下的失效相关性问题,分别得出了框架梁、柱在大震作用下的部分失效相关性规律.     

Absolute Sea Level Surface Modeling for the Mediterranean from Satellite Altimeter and Tide Gauge Measurements

Changes in the height of the ocean can be described through the relative and absolute sea level changes depending on the geodetic reference the sea level records are related to. Satellite altimetry provides absolute sea level (ASL) measurements related to the global geodetic reference, whereas tide gauges provide relative sea level (RSL) measurements related to the adjacent land. This study aims at computing the ASL surfaces for different time epochs from combined satellite altimeter and tide gauge records. A method of sea level data fusion is proposed to enable modeling of the impact of present and future sea level changes on the coast. Sea surface modeling was investigated for ten different gridding methods commonly used for the interpolation of altimeter data over the open ocean and extrapolation over the coastal zones. The performance of gridding methods was assessed based on the comparison of the gridded altimeter data and corrected tide gauge measurements. Finally, the sea level surfaces related to the GRS80 global reference ellipsoid were computed for the Mediterranean Sea over the altimeter period. In addition, the current sea level trends were estimated from both sea level measurements.     

钢框架结构的地震损伤研究

基于预定损伤法对钢框架构件主要设计参数进行损伤敏感度分析,研究主要设计参数与钢框架结构梁、柱损伤的关系;揭示钢框架结构梁、柱的损伤及梁、柱线刚度比、结构高宽比、柱轴压比、锈蚀率对楼层损伤的影响规律;获得楼层的损伤与整体结构损伤的关系,最终建立钢框架结构的损伤演化模型。研究成果可为建立地震激励下钢框架结构的损伤模型提供理论基础和数据支持。     

顾及时变的参考框架转换研究

在传统的大地坐标参考框架转换中,参考点都被固定在同一个历元。由于各种地球动力学现象的存在,以大地测量为目的的静态参考系统已不存在,同时随着高精度参考框架的连续观测和测定,参考框架的转化必须顾及时变性。本文讨论了时变参考框架转换中2个互逆的过程,采纳了相似转换中参考点之间的内在约束来克服转换中人为的公式简化和秩亏问题。通过数值计算分析,该方法成功实现了坐标框架之间的转换,并保持了尺度、旋转和平移参数及其变化率精度的独立性。     

智慧襄阳体系构建与实现策略研究

随着新一代移动宽带网络、物联网、云计算等信息技术的快速发展,“智慧城市”成了城市发展的新热点。分析了智慧城市及其核心理念,结合襄阳市政府提出“四个襄阳”的实际情况,从制造体系、产业链、交通、医疗、教育、旅游、电力、城市管理系统以及污染管理系统等方面构建了“智慧襄阳”的体系框架,并提出了“智慧襄阳”的实现策略,为解决襄阳发展规模不够、发展速度不快、发展水平不高的现状提供依据。     

天球参考系的基本理论和方法研究进展

天球参考系的研究在天体测量、大地测量等研究领域中占有重要的地位。随着配置有CCD的地面光学望远镜和空间望远镜观测精度的不断提高 ,以及其它空间大地测量技术 (VLBI、LLR、SLR和GPS等 )的发展 ,对天球参考系也提出了越来越高的要求。本文从天球参考系的基本理论和方法出发 ,详细地介绍了天球参考系目前的发展状况 ,指出乌克兰里克米亚天文台、上海天文台和IERS在计算河外射电源参考架时采用的小角旋转法公式是错误的 ,并进行了改正     

深厚饱和软土场地中透镜体对上部结构地震响应的影响

工程场地中透镜体对地震动具有明显的影响,且饱和场地与相应干土场地的地震响应具有明显的差别,而目前对于深厚饱和软土场地中透镜体对地震响应的影响还鲜有研究。采用有限元-间接边界元耦合法,建立饱和场地中非线性土-结构动力相互作用模型,对深厚饱和软土场地中透镜体的宽度、厚度和埋深对上部结构动力响应的影响进行了系统地分析,并着重讨论了土骨架-孔隙水耦合作用的影响。研究表明,深厚饱和软土场地中的透镜体可能会明显改变上部结构的动力响应;透镜体的宽度、厚度和埋深对上部结构动力响应有不同程度的影响,且与干土场地中规律存在明显差异;土骨架-孔隙水耦合作用对上部结构动力响应的影响显著。     

全球大地测量地心坐标参考框架最新进展

较为系统地介绍了2003年7月在日本札幌举行的第23届IUGG大会上世界各国所报告的各自国家大地 测量地心坐标参考框架的实施和最新进展。具体结合欧洲、非洲和日本等国的地心坐标系统详细介绍了这些国家 在该领域所开展的工作,对我国今后地心坐标框架的建设和维护提出了一些有益的建议。     

底部矩形柱上部异形柱框架结构弹塑性地震反应分析

对底部矩形柱上部异形柱框架结构以及纯异形柱框架结构进行了时程地震反应分析。并对二者分析的结果进行了比较。探讨了不同底层层高和不同底层矩形柱配筋率对结构地震反应的影响。分析结果表明,底部矩形柱上部异形柱框架比纯异形柱框架结构底层位移明显减小,各层层间位移分布均匀,对抗震有利。     

Shaking table tests of 1:4 reduced‐scale models of masonry infilled reinforced concrete frame buildings

Two models of masonry infilled reinforced concrete frame buildings were tested at the shaking table. Models were built in the reduced scale 1:4 using the materials produced in accordance to modelling demands of true replica modelling technique. The first model represented a one‐storey box‐like building and the second one the two‐stories building with plan shaped in the form of a letter H. Models were shaken with the series of horizontal sine dwell motions with gradually increasing amplitude. Masonry infills of tested models were constructed of relatively strong bricks laid in weak mortar. Therefore, typical cracks developed and propagated along mortar beds without cracking of bricks or crushing of infill corners. Data collected from tests will be used in future evaluation, verification and development of computational models for prediction of in‐plane and out‐of‐plane behaviour of masonry infills. The responses of tested models can be well compared with global behaviour of real structures using the modelling rules. The similarity of local behaviour of structural elements, e.g. reinforced concrete joints, is less reliable due to limitations in modelling of steel reinforcement properties. The model responses showed that buildings designed according to Eurocodes are able to sustain relatively high dynamic excitations due to a significant level of structural overstrength. Copyright © 2001 John Wiley & Sons, Ltd.