Seismic assessment of damaged piloti‐type RC building subjected to successive earthquakes          下载免费PDF全文

Jiuk Shin  JunHee Kim  Kihak Lee 《地震工程与结构动力学》2014,43(11):1603-1619

Building structures damaged by a seismic event may be exposed to the risk of aftershocks or another event within a certain period. In this paper, the seismic assessment of damaged piloti‐type RC buildings was carried out to evaluate probabilistic retrofitting effects under successive earthquakes. First, a framework to evaluate the effectiveness of retrofitting was proposed, and then the proposed methodology was demonstrated with a structure retrofitted with buckling‐restrained braces (BRBs). For consideration of realistic successive earthquakes, past records measured at the same station were combined. Within the framework, a series of nonlinear time history analyses were performed for an as‐is model subjected to single earthquake, a damaged model subjected to successive earthquakes, and a damaged model retrofitted with BRBs subjected to successive earthquakes. In addition, fragility analysis was systematically applied in the framework for evaluation of effectiveness of the retrofitting strategy. The proposed framework was capable of quantifying the influence of successive earthquakes and evaluating the effectiveness of BRB retrofitting by considering the severity of the first earthquake damage and the hysteresis behavior of the retrofit element. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

利用GRACE重力卫星观测数据反演全球时变地球重力场模型   总被引：8，自引：6，他引：2       下载免费PDF全文

冉将军  许厚泽  钟敏  冯伟  沈云中  张兴福  易维勇 《地球物理学报》2014,57(4):1032-1040

本文基于短弧长法开发了一套由低轨卫星数据解算重力场的系统ANGELS（ANalyst of Gravity Estimation with Low-orbit Satellites）,成功用GRACE Level1B数据解算出全球时变重力场模型（第一版IGG-CAS系列模型）,并与国际三大知名重力卫星相关研究机构：美国德克萨斯大学空间中心CSR （Center for Space Research）、德国GFZ地学研究中心（GeoForschungsZentrum）和美国宇航局JPL喷气推进实验室（Jet Propulsion Laboratory）发布的全球时变重力场模型（RL05模型）进行了详细的比较分析.通过每阶大地水准面差距的对比结果表明,IGG-CAS模型的精度接近RL05模型的精度.对以上四家机构在2004-2010年的时变重力场模型经过相同的去条带和高斯滤波处理,可以发现四家GRACE反演陆地水时变信号的空间分布十分接近,在长江流域反演的陆地水时变信号,两两之间的相关系数均大于0.8.通过反演撒哈拉沙漠干旱地区的时变信号来评估反演的精度水平,IGG-CAS、CSR-RL05、GFZ-RL05和JPL-RL05反演结果的均方差分别为1.5 cm、1.1 cm、1.1 cm和1.2 cm等效水柱高.综合表明IGG-CAS时变重力场反演模型的精度接近于目前国外主要机构最新公布的时变重力场模型.  相似文献   

新型框架结构弹塑性地震反应的等效线性化方法研究     

邢朋涛  梁兴文 《震灾防御技术》2014,9(4):790-800

等效线性化方法是计算结构弹塑性地震反应的实用方法.通过对几种等效线性化方法的比较分析,提出了基于FEMA440 （2005）计算等效刚度和等效阻尼比的等效线性化方法;分别采用静力弹塑性分析方法和等效线性化方法,分析了局部使用高性能纤维增强混凝土新型框架结构的弹塑性地震反应.结果表明,两种方法所得结构的地震反应均比较接近.因此,本文建议的等效线性化方法能够较好地预测新型框架结构的弹塑性地震反应.  相似文献   

Rapid equivalent dose estimation for eolian dune sands using a portable OSL reader and polymineralic standardised luminescence growth curves: Expedited sample screening for OSL dating     

《Quaternary Geochronology》2014

Portable optically stimulated luminescence (OSL) readers are robust devices that allow rapid determination of luminescence signals of polymineralic coarse-grained samples. To date, however, the utility of portable OSL readers has largely been confined to the construction of luminescence profiles that depict variations of luminescence signal intensities with depth. Because the luminescence signals used to construct such profiles are uncalibrated, it is neither practical to quantitatively compare portable OSL data from different sites nor is it possible to approximate sample ages. Such comparisons could be facilitated by converting portable OSL signals into equivalent doses (D_e). However, determining D_e requires the construction of unique growth curves for each sample; a laborious procedure that negates the rapidity associated with portable measurements. To circumvent that limitation, we construct standardised growth curves (SGCs) using normalized regeneration dose signals obtained using a portable OSL reader from the feldspar component of polymineralic sands from five disparate eolian dune sites in Alberta, Canada. Comparison of SGCs from different samples indicates general congruence and we merge these to construct a regionally applicable curve which we test by comparing the D_e obtained from given samples with that obtained using conventional OSL dating protocols. Results show that, though the uncertainties associated with the portable OSL data are high, the D_e values from the two approaches are linearly proportional. This direct variation enables portable OSL SGC D_e values to be used independently in reconnaissance studies that aim to screen samples for more detailed analysis using standard OSL methods. The affordability of portable OSL readers suggests that the approach could be attractive to researchers who do not have ready access to conventional OSL readers.  相似文献   

城镇有限场地条件下的物探找水试验     

周磊  曹创华  邓专  谭佳良  龙霞 《城市地质》2019,14(1):97-102

为在城区强干扰环境、有限场地条件下进行物探方法找水,特利用等值反磁通瞬变电磁法,在湖南郴州市某城镇进行了野外试验。在地表调查和周边人文环境基础上,常规电测深等找水有效手段在城镇区域难以施工,面对这个难题利用等值反磁通瞬变电磁法进行试验,其利用对偶中心耦合装置消除了收发线圈感应耦合来消除干扰。首先根据地质信息设计了近似南北向的4条剖面,然后进行了发射频率试验并进行单点连续探测,最后利用探测结果绘制了多测道曲线和二维模拟断面等值线图并设计了钻孔。钻探验证结果表明:等值反磁通瞬变电磁法在强干扰、场地受限的城镇区域找水效果较好,是一种值得推广的新方法。  相似文献   

Relating equal smectite content and basal spacing to the residual friction angle of soils     

Abidin Kaya   《Engineering Geology》2009,108(3-4):252-258

The residual shear strength of soils is increasingly becoming an active research area, as landslides occur almost daily all over the world. Since Skempton published his landmark paper in 1964, several researchers proposed correlations between soil index properties and residual friction angle of soils for preliminary estimates. However, recent data gathered from Japanese colluvium soils indicate that previously proposed charts correlating soil index properties with residual friction angle yield very poor estimates. In this study, first previously published Japanese data are reevaluated to establish a theoretical foundation for such correlations. Then, it is shown that equivalent smectite content (ESC) largely controls the residual friction angle of soils. In the second stage of the paper using the data of several researchers, it is shown that there is piecewise linear correlation between the equivalent basal spacing (EBS) and the residual friction angle. This study lays down a foundation for theoretical correlation between EBS and residual friction angle of soils.  相似文献   

Influence of soil non-linearity on the dynamic response of high-speed railway tracks     

Pedro Alves Costa  Rui Calçada  António Silva Cardoso  Anders Bodare 《Soil Dynamics and Earthquake Engineering》2010

The main objectives of this paper are the evaluation of the relevance of the non-linear behaviour of the soil on the track response and the validation of a methodology, which includes these effects through an equivalent linear analysis. The proposed numerical model is based on 2.5D finite/infinite elements method, coupled with an iterative procedure in order to obtain an agreement between the strain levels and the dynamic properties of the materials. In order to validate the model, the case study of Ledsgard was simulated, and the experimental and numerical results of displacements of the track were compared, considering several circulation speeds for the X2000 train. From the results, it is possible to recognize that the stiffness degradation, function of the strain level, plays a relevant role for the case of high-speed railway lines on soft ground. Moreover, the simulations developed with the proposed methodology provided similar results to those observed, independently of the train speed, contrary to what was obtained when the elastic linear model was used.  相似文献   

运用防屈曲支撑的混凝土框架结构的抗震性能研究          下载免费PDF全文

赵杰  孙晓艳  霍林生 《地震工程学报》2015,37(1):100-105

简要介绍地震安全社区的实现途径以及防屈曲支撑的构成和性能参数。运用ABAQUS软件对有无安装防屈曲支撑的钢筋混凝土框架模型进行动力时程分析,总结分析防屈曲支撑对钢筋混凝土框架结构的减震效果。结果表明,防屈曲支撑能大大降低钢筋混凝土框架结构在罕遇地震作用下的层间位移角,提高建筑物抗震性能,使地震安全社区中抗震设防烈度为Ⅶ度的建筑物能够抵御Ⅷ度罕遇地震。  相似文献   

大地等效电容量及其测量方法     

朱旭 《地震》2015,35(4):76-82

在脉冲供电和正弦交流供电地电阻率观测研究中, 大地容性效应会引起测量误差。 本文按照电子学等效电路的方法提出了大地等效电容量的概念, 研究了大地等效电容量的测量方法, 为合理确定脉冲供电参数和减小交流地电阻率测量误差奠定了基础。  相似文献   

深基坑内撑式支护结构计算的综合刚度和双参数法     

陈林靖  戴自航 《岩土力学》2010,31(3):891-895

将吴恒立提出的用于合理计算桩顶作用水平集中荷载的推力桩的综合刚度原理和双参数法,延伸应用于作用有水平分布荷载（土压力）的深基坑围护结构上,提出其杆系有限元数值解法,对一深基坑内支撑式支护结构实例的开挖和支护过程中的各个工况进行了数值模拟分析,由实测位移试算反分析得到了合理的墙-土的综合刚度和地基土抗力双参数,与现有方法计算结果对比表明,该方法能使所得结果更接近实测值。从而说明,综合刚度原理和双参数法的杆系有限元数值解能更为可靠的计算深基坑内支撑式支护结构,具有参考应用价值。  相似文献