Steel frames with bracing mechanism and hysteretic dampers     

M. C. Phocas  A. Pocanschi 《地震工程与结构动力学》2003,32(5):811-825

A new earthquake resistant structural system for multi‐storey frame structures, based on a dual function of its bracing components, is developed. This consists of a hysteretic damper device and a cross‐bracing mechanism with a kinetic closed circuit, working only in tension, so that cable members can be used for this purpose. Solutions are presented regarding the connections' design of three types of structural frame system, that are concerned throughout the study: braced moment free frame, braced moment resisting frame with moment free supports, and with moment resisting supports. The dynamic behaviour of the system is investigated on the basis of an SDOF model, and based on the response spectra method an approximate design approach of the controlled structures is shown. From the time history analysis of the structural systems for the El Centro earthquake the areas of appropriate stiffness relations of the frames to the hysteretic dampers and the cable braces are deduced, so that the energy dissipation of the system may be controlled by the damper‐cable bracing mechanism. Based on the results of these studies, a predesign approach is developed for the implementation of the control system in frame structures. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Evaluation of predictors of non‐linear seismic demands using ‘fishbone’ models of SMRF buildings     

Nicolas Luco  Yasuhiro Mori  Yosuke Funahashi  C. Allin Cornell  Masayoshi Nakashima 《地震工程与结构动力学》2003,32(14):2267-2288

Predictors (or estimates) of seismic structural demands that are less computationally time‐consuming than non‐linear dynamic analysis can be useful for structural performance assessment and for design. In this paper, we evaluate the bias and precision of predictors that make use of, at most, (i) elastic modal vibration properties of the given structure, (ii) the results of a non‐linear static pushover analysis of the structure, and (iii) elastic and inelastic single‐degree‐of‐freedom time‐history analyses for the specified ground motion record. The main predictor of interest is an extension of first‐mode elastic spectral acceleration that additionally takes into account both the second‐mode contribution to (elastic) structural response and the effects of inelasticity. This predictor is evaluated with respect to non‐linear dynamic analysis results for ‘fishbone’ models of steel moment‐resisting frame (SMRF) buildings. The relatively small number of degrees of freedom for each fishbone model allows us to consider several short‐to‐long period buildings and numerous near‐ and far‐field earthquake ground motions of interest in both Japan and the U.S. Before doing so, though, we verify that estimates of the bias and precision of the predictor obtained using fishbone models are effectively equivalent to those based on typical ‘full‐frame’ models of the same buildings. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

系统聚类分析在现代沉积环境划分中的应用--以崎岖列岛海区为例   总被引：5，自引：0，他引：5  

李玉中  陈沈良 《沉积学报》2003,21(3):487-494

根据崎岖列岛海区现代沉积物的分选系数、砂粒含量和粘粒含量 3个粒度特征参数,采用系统聚类分析方法划分现代沉积环境,与已知的沉积环境特征信息较为吻合。除水动力条件外,研究区的现代沉积环境深受物源条件和地形因素的影响。在有效划分研究区现代沉积环境的 3个粒度参数中,砂粒含量是受物源条件影响最为显著的参数,分选是对地形与流场相互作用最为敏感的参数。偏度对研究区沉积环境差异的敏感性是有限的。峰度几乎不能作为研究区沉积环境划分的粒度参数。水动力条件的特殊性值得在沉积环境的划分中予以足够重视。  相似文献   

A procedure for evaluating seismic energy demand of framed structures     

Chung‐Che Chou  Chia‐Ming Uang 《地震工程与结构动力学》2003,32(2):229-244

Energy serves as an alternative index to response quantities like force or displacement to include the duration‐related seismic damage effect. A procedure to evaluate the absorbed energy in a multistorey frame from energy spectra was developed. For low‐ to medium‐rise frames, it required a static pushover analysis of the structure to determine the modal yield force and ductility factor of an equivalent single‐degree‐of‐freedom system for the first two modes. The energy spectra were then used to determine the energy contribution of each mode. A procedure was also developed to distribute the energy along the frame height based on energy shapes. This study showed that the second‐mode response in some cases needs to be considered to reflect the energy (or damage) concentration in the upper floors. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

GLONASS导航电文介绍   总被引：3，自引：0，他引：3  

李建文  李军正 《全球定位系统》2003,28(3):31-36

主要介绍GLONASS导航电文的结构、内容、参数、定义及意义，GLONASS与GPS导航电文的异同。  相似文献   

利用NOAA AVHRR数据研究北半球雪盖气候学特征   总被引：2，自引：0，他引：2  

杨向东 《国土资源遥感》2003,14(1):16-19

利用NOAA卫星图像,研究了北半球、欧亚、北美和青藏高原雪盖气候学特征及其变化趋势.指出北半球、欧亚和北美雪盖气候变化趋势基本一致,年均雪盖面积在1987年前后明显下降; 而青藏高原雪盖面积在1984年后明显下降,说明青藏高原雪盖的年际变化与北半球及欧亚、北美不完全一致.  相似文献   

重塑非饱和粘土抗剪强度参数与饱和度的关系研究   总被引：3，自引：0，他引：3  

熊承仁  刘宝琛  张家生  刘多文 《岩土力学》2003,(Z2)

土的饱和度是基于水分状态和密度状态的一个衍生变量。存在因应水分状态变化和因应密度状态变化的两类饱和度变化过程。根据23组不同水分状态和密度状态的UU三轴压缩试验结果,讨论了重塑非饱和粘性土抗剪强度参数与饱和度的关系。数据分析表明:粘聚力与水分状态相关的饱和度的关系是强非线性的,与密度状态相关的饱和度的关系是准线性的。内摩擦角与水分状态相关的饱和度的关系是强非线性的,与密度状态相关的饱和度的关系是弱非线性的。  相似文献   

晋北娄烦吕梁群变质相带的划分及其成因研究   总被引：1，自引：0，他引：1       下载免费PDF全文

卢保奇  王赐银 《地球学报》2003,24(4):325-329

晋北娄烦吕梁群由一套经受过两期不同性质变质作用的泥砂质岩、基性火山岩和酸性流纹岩组成。早期为吕梁期变质作用,其结果使该区地层构造形迹总体上呈NE走向;晚期为西川河韧性剪切断裂所产生的区域变质作用,其结果使该区地层走向由早期的NE向扭转为近SN向,且使地层层序发生倒转,并与递增变质带的形成关系密切。选取该区中对变质温度和压力变化反映较敏感的原岩为泥砂质岩石的袁家村组和裴家庄组地层为研究对象,采用电子探针微区分析(EPMA)对沿地层走向上连续分布的特征变质矿物及矿物共生组合特征进行研究,并利用矿物对地质温度计估算该区不同采样点的变质温度和压力条件,对研究区进行变质相带的划分,确定各变质相带的变质温、压条件,并探讨其成因。研究结果表明,袁家村组和裴家庄组为等化学系列地层。沿该地层走向上:西川河断裂以北地区,从北向南,特征变质矿物绿泥石、黑云母、石榴石、十字石和蓝晶石依次规律出现;西川河断裂以南地区,红柱石和夕线石依次规律出现。根据特征变质矿物的空间分布规律、首次出现的地点及矿物共生组合特征,划分出5个变质带:绿泥石带、黑云母带、石榴石带、十字石-蓝晶石带和红柱石-夕线石带。这一完整的递增变质带可与苏格兰高地的巴罗型相媲美。矿物对地质温度计估算结果。  相似文献   

柴达木盆地沙尘暴气候特征及其预报   总被引：3，自引：2，他引：3       下载免费PDF全文

苟日多杰 《气象科技》2003,31(2):84-87

利用1961～2000年柴达木盆地11个气象站的沙尘暴观测资料，分析了柴达木盆地沙尘暴天气的时空分布特征。根据1980～2000年3月至5月的40次沙尘暴天气个例，从高空环流形势、地面冷空气路径、影响因子及其预报指标4个方面进行分析，总结出柴达木盆地春季沙尘暴天气的预报方法。  相似文献   

建设我国现代大地测量基准的思考   总被引：7，自引：0，他引：7  

陈俊勇 《武汉大学学报(信息科学版)》2003,(Z1)

建设现代大地测量基准方面的进展主要表现在IGS服务和ITRF的系列精化 ,ITRF2 0 0 0是ITRF中迄今最为精确、测站最为稠密的地面坐标参考框架 ;2 0 0 1年推出新的WGS84,其成果标以WGS84(G1 1 5 0 )。考虑和顾及现代大地测量的特点 ,结合中国实际 ,我国现代大地测量基准应着重考虑四个方面的基本要素 :高精度、涵盖全部陆海国土、三维、动态。建设我国现代大地测量基准是为用户在我国任何地点、任何时间提供及时、可靠、适用的地理空间基础框架 ,其任务应包括建立我国现代化的平面基准、高程基准和重力基准等。  相似文献