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Modified likelihood ratio test for homogeneity in normal mixtures with two samples
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作者 QIN Yong-song LEI Qing-zhu 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2008年第1期113-119,共7页
This paper investigates the modified likelihood ratio test(LRT) for homogeneity in normal mixtures of two samples with mixing proportions unknown. It is proved that the limit distribution of the modified likelihood ... This paper investigates the modified likelihood ratio test(LRT) for homogeneity in normal mixtures of two samples with mixing proportions unknown. It is proved that the limit distribution of the modified likelihood ratio test is X^2(1). 展开更多
关键词 mixture model likelihood ratio test asymptotic distribution.
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Incorporating Uncertain Costs within a Series of Sequential Probability Ratio Tests
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作者 Conor McMeel Brett Houlding 《Open Journal of Statistics》 2016年第5期882-897,共16页
We consider an extension to Sequential Probability Ratio Tests for when we have uncertain costs, but also opportunity to learn about these in an adaptive manner. In doing so we demonstrate the effects that allowing un... We consider an extension to Sequential Probability Ratio Tests for when we have uncertain costs, but also opportunity to learn about these in an adaptive manner. In doing so we demonstrate the effects that allowing uncertainty has on observation cost, and the costs associated with Type I and Type II error. The value of information relating to modelled uncertainties is derived and the case of statistical dependence between the parameter affecting decision outcome and the parameter affecting unknown cost is also examined. Numerical examples of the derived theory are provided, along with a simulation comparing this adaptive learning framework to the classical one. 展开更多
关键词 Adaptive Utility Hypothesis testing Sequential Analysis Sequential Probability ratio test
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Sequential Probability Ratio Test of Correlation Coefficient Using Fuzzy Hypothesis Testing
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作者 Sevil Bacanli Duygu Icen 《Open Journal of Statistics》 2013年第3期195-199,共5页
One of the important fields in statistics is testing hypothesis of correlation coefficient. The extension of the idea of testing correlation to fuzzy hypothesis is of great interesting. In this study, we examined the ... One of the important fields in statistics is testing hypothesis of correlation coefficient. The extension of the idea of testing correlation to fuzzy hypothesis is of great interesting. In this study, we examined the use of fuzzy hypothesis testing approach for the Sequential Probability Ratio Test (SPRT) of correlation coefficient. Use of fuzzy hypothesis testing for correlation coefficient with SPRT is illustrated by an example. 展开更多
关键词 CORRELATION SEQUENTIAL PROBABILITY ratio test FUZZY HYPOTHESIS testing
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A Tiling Lemma and Its Application to the Ratio Test for Convergence of Series
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作者 James D. Stein Jr. Linda Ho 《Advances in Pure Mathematics》 2011年第5期300-304,共5页
We prove that any collection which tiles the positive integers must contain one of two types of sub-collections. We then use this result to prove a variation of the Ratio Test for convergence of series. This version o... We prove that any collection which tiles the positive integers must contain one of two types of sub-collections. We then use this result to prove a variation of the Ratio Test for convergence of series. This version of the Ratio Test shows the convergence of certain series for which the Root Test (which is known to be more powerful than the conventional Ratio Test) fails. This version of the Ratio Test is also used to prove a version of the Banach Contraction Principle for self-maps of a complete metric space. 展开更多
关键词 TILING ratio test BANACH FIXED-POINT THEOREM
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Generalized Likelihood Ratio Tests for Varying-Coefficient Models with Censored Data
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作者 Rong Jiang Wei-Min Qian 《Open Journal of Statistics》 2011年第1期19-23,共5页
In this paper, we extend the generalized likelihood ratio test to the varying-coefficient models with censored data. We investigate the asymptotic behavior of the proposed test and demonstrate that its limiting null d... In this paper, we extend the generalized likelihood ratio test to the varying-coefficient models with censored data. We investigate the asymptotic behavior of the proposed test and demonstrate that its limiting null distribution follows a distribution, with the scale constant and the number of degree of freedom being independent of nuisance parameters or functions, which is called the wilks phenomenon. Both simulated and real data examples are given to illustrate the performance of the testing approach. 展开更多
关键词 VARYING COEFFICIENT Model GENERALIZED LIKELIHOOD ratio test Local Linear Method Wilks Phenomenon CENSORING
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What is the Ratio Test(二)
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作者 梁宇学 《中学生数学(高中版)》 2018年第5期34-35,共2页
关键词 What is the ratio test
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Multiple hypothesis tracking based on the Shiryayev sequential probability ratio test 被引量:2
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作者 Jinbin FU Jinping SUN +1 位作者 Songtao LU Yingjing ZHANG 《Science China Earth Sciences》 SCIE EI CAS CSCD 2016年第12期86-96,共11页
To date, Wald sequential probability ratio test(WSPRT) has been widely applied to track management of multiple hypothesis tracking(MHT). But in a real situation, if the false alarm spatial density is much larger than ... To date, Wald sequential probability ratio test(WSPRT) has been widely applied to track management of multiple hypothesis tracking(MHT). But in a real situation, if the false alarm spatial density is much larger than the new target spatial density, the original track score will be very close to the deletion threshold of the WSPRT. Consequently, all tracks, including target tracks, may easily be deleted, which means that the tracking performance is sensitive to the tracking environment. Meanwhile, if a target exists for a long time, its track will have a high score, which will make the track survive for a long time even after the target has disappeared. In this paper, to consider the relationship between the hypotheses of the test, we adopt the Shiryayev SPRT(SSPRT) for track management in MHT. By introducing a hypothesis transition probability, the original track score can increase faster, which solves the first problem. In addition, by setting an independent SSPRT for track deletion, the track score can decrease faster, which solves the second problem. The simulation results show that the proposed SSPRT-based MHT can achieve better tracking performance than MHT based on the WSPRT under a high false alarm spatial density. 展开更多
关键词 multiple target tracking multiple hypothesis tracking Shiryayev sequential probability ratio test track management track score
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Modified likelihood ratio test for homogeneity in bivariate normal mixtures with presence of a structural parameter
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作者 QIN YongSong LEI QingZhu 《Science China Mathematics》 SCIE 2008年第10期1871-1882,共12页
This paper investigates the asymptotic properties of the modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models with an unknown structural parameter. It is shown that the modifi... This paper investigates the asymptotic properties of the modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models with an unknown structural parameter. It is shown that the modified likelihood ratio statistic has χ22 null limiting distribution. 展开更多
关键词 mixture model modified likelihood ratio test asymptotic distribution 62F03 62F05
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A MODIFIED LIKELIHOOD RATIO TEST FOR HOMOGENEITY IN BIVARIATE NORMAL MIXTURES OF TWO SAMPLES
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作者 Qingzhu LEI Yongsong QIN 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2009年第3期460-468,共9页
This paper investigates the asymptotic properties of a modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models of two samples.The asymptotic null distribution of the modified lik... This paper investigates the asymptotic properties of a modified likelihood ratio statistic for testing homogeneity in bivariate normal mixture models of two samples.The asymptotic null distribution of the modified likelihood ratio statistic is found to be X2^2,where X2^2 is a chi-squared distribution with 2 degrees of freedom. 展开更多
关键词 Asymptotic distribution mixture model likelihood ratio test.
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MOVING RATIO TEST FOR MULTIPLE CHANGES IN PERSISTENCE
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作者 Zhanshou CHEN Zheng TIAN 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2012年第3期582-593,共12页
This paper proposes a moving ratio test, which is a modified version of ratio test by involving a bandwidth parameter, to detect multiple changes in persistence, and to determine the direction of switch. The asymptoti... This paper proposes a moving ratio test, which is a modified version of ratio test by involving a bandwidth parameter, to detect multiple changes in persistence, and to determine the direction of switch. The asymptotic distribution as well as its consistency are established. In order to estimate the change points, the authors propose a two step estimate approach. Simulations illustrate the performance of the test and estimate procedures in finite samples. An application to the analysis of Sweden/US foreign exchange rate demonstrates the validity of the procedure in practice. 展开更多
关键词 BANDWIDTH multiple changes in persistence moving ratio test.
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ASYMPTOTIC DISTRIBUTION OF LIKELIHOOD RATIO STATISTIC FOR TESTING SPHERICTY IN GROWTH CURVE MODELS 被引量:4
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作者 龚力强 《Acta Mathematica Scientia》 SCIE CSCD 1998年第4期440-448,共9页
In this paper, asymptotic expansions of the distribution of the likelihood ratio statistic for testing sphericity in a crowth curve model have been derived in the null and nonnull cases when the alternatives are dose ... In this paper, asymptotic expansions of the distribution of the likelihood ratio statistic for testing sphericity in a crowth curve model have been derived in the null and nonnull cases when the alternatives are dose to the null hypothesis. These expansions are given in series form of beta distributions. 展开更多
关键词 Likelihood ratio statistic Sphericity test Moment.
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Test for Homogeneity of Odds Ratios Using <i>U</i>-Statistics
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作者 Qi Wei Dejian Lai 《Open Journal of Statistics》 2019年第3期347-360,共14页
There are a few statistics testing the homogeneity of odds ratios across strata. Asymptotic statistics lose their power in the “sparse-data” setting. Both asymptotic statistics and exact tests have low power when th... There are a few statistics testing the homogeneity of odds ratios across strata. Asymptotic statistics lose their power in the “sparse-data” setting. Both asymptotic statistics and exact tests have low power when the sample sizes are small. We created a set of U statistics and compared them with some existing statistics in testing homogeneity of OR at different data settings. We evaluated their performance in terms of the empirical size and power via Monto Carlo simulations. Our results showed that two of the U-statistics under our study had higher power for testing homogeneity of odds ratios for 2 by 2 contingency tables. The application of the tests was illustrated in two real examples. 展开更多
关键词 HOMOGENEITY test Odds ratio U-STATISTICS
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方差无限重尾序列均值突变点Ratio检验
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作者 郭东旭 魏岳嵩 郑冬雪 《淮北师范大学学报(自然科学版)》 2025年第3期6-11,共6页
为检测随机误差项是方差无限重尾序列的均值模型中是否存在变点,提出改进Ratio检验统计量检验其存在性,并得到该Ratio检验统计量在原假设下和备择假设下的极限分布,通过数值模拟验证该Ratio检验统计量的经验势明显提高且可以有效检测变... 为检测随机误差项是方差无限重尾序列的均值模型中是否存在变点,提出改进Ratio检验统计量检验其存在性,并得到该Ratio检验统计量在原假设下和备择假设下的极限分布,通过数值模拟验证该Ratio检验统计量的经验势明显提高且可以有效检测变点位置。 展开更多
关键词 方差无限 重尾序列 均值突变点 ratio检验 极限分布
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Analysis of the stress ratio of anisotropic rocks in uniaxial tests 被引量:2
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作者 Wang Miaomiao Li Pei +1 位作者 Wu Xiaowa Xu Dan 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第3期531-535,共5页
The effect of structural discontinuities on the progressive failure process of anisotropic rocks should be paid particular attention.The crack damage stress σ_(cd),also considered as the yield strength,and the relati... The effect of structural discontinuities on the progressive failure process of anisotropic rocks should be paid particular attention.The crack damage stress σ_(cd),also considered as the yield strength,and the relationship between σ_(cd) and the uniaxial peak strength σ_(ucs) of anisotropic rocks for different orientations 8 of the isotropy planes with respect to the loading directions were investigated theoretically and experimentally.A theoretical relation of σ_(cd)/σ_(ucs) with the function of the shape parameter m was established.Additionally,uniaxial compression tests of shale samples were conducted for several inclinations θ.The test result of σ_(cd)/σ_(ucs) was close to the theoretical value for a given orientation.Furthermore,both experimental results and theoretical solutions of σ_(cd)/σ_(ucs) were independent of the inclination θ while σ_(cd) andσ_(ucs) were strongly affected by θ.The strength ratio σ_(cd)/σ_(ucs) may therefore be an intrinsic property of anisotropic rocks and could be used to predict the failure of rock samples. 展开更多
关键词 Anisotropic rocks Uniaxial compression test Brittle failure Crack damage stress Stress ratio
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采用似然比检测的电动车锂离子电池传感器故障检测方法
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作者 刘盼芝 巫春玲 +1 位作者 李艳波 郭国防 《西安交通大学学报》 北大核心 2026年第1期211-222,共12页
为了降低电池管理系统中传感器故障对电动汽车性能的影响,设计了一种采用似然比检测的故障诊断方法。首先,建立电池等效电路模型,并进行参数辨识,使用扩展卡尔曼滤波(EKF)算法,对所建立的电池模型进行状态估计;接着,根据状态估计结果计... 为了降低电池管理系统中传感器故障对电动汽车性能的影响,设计了一种采用似然比检测的故障诊断方法。首先,建立电池等效电路模型,并进行参数辨识,使用扩展卡尔曼滤波(EKF)算法,对所建立的电池模型进行状态估计;接着,根据状态估计结果计算电池端电压残差,并结合电池荷电状态估计,使用似然比检测方法处理残差数据,对电池传感器故障进行诊断,提高故障检测方法的效率;最后,使用电池工况实验数据验证算法的有效性和适应性。结果表明,设计的方法能及时准确地检测到2种传感器故障。对于给定的测试条件,电压故障时根据端电压残差检测所需诊断时间在20 s内;根据荷电状态(SOC)残差检测所需诊断时间在100 s内;电流故障时根据端电压残差检测所需诊断时间在20 s内;根据SOC残差检测所需诊断时间在400 s内。同样测试条件下,采用传统的累积和方法(CUSUM)的诊断时间分别是20 s内、445 s以上、150 s以上和1000 s以上,可见设计的方法可以明显缩短诊断时间。同时,该方法对故障有较好的敏感性,可以检测传感器小幅度故障,当电压故障信号为正常电压1%时仍可以实现故障检测。另外,当电压和电流传感器的发生多次故障时,该方法仍能实现故障检测目标。 展开更多
关键词 电池模型 似然比检测 电池传感器故障 故障检测 残差
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Profile Likelihood Tests for Common Risk Ratios in Meta-Analysis Studies
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作者 Chukiat Viwatwongkasem Khanokporn Donjdee Tantanut Poodphraw 《Open Journal of Statistics》 2018年第6期915-930,共16页
It is well-known that the power of Cochran’s Q test to assess the presence of heterogeneity among treatment effects in a clinical meta-analysis is low due to the small number of studies combined. Two modified tests (... It is well-known that the power of Cochran’s Q test to assess the presence of heterogeneity among treatment effects in a clinical meta-analysis is low due to the small number of studies combined. Two modified tests (PL1, PL2) were proposed by replacing the profile maximum likelihood estimator (PMLE) into the variance formula of logarithm of risk ratio in the standard chi-square test statistic for testing the null common risk ratios across all k studies (i = 1, L, k). The simply naive test (SIM) as another comparative candidate has considerably arisen. The performance of tests in terms of type I error rate under the null hypothesis and power of test under the random effects hypothesis was done via a simulation plan with various combinations of significance levels, numbers of studies, sample sizes in treatment and control arms, and true risk ratios as effect sizes of interest. The results indicated that for moderate to large study sizes (k?≥ 16)?in combination with moderate to large sample sizes?(?≥ 50), three tests (PL1, PL2, and Q) could control type I error rates in almost all situations. Two proposed tests (PL1, PL2) performed best with the highest power when?k?≥ 16?and moderate sample sizes (= 50,100);this finding was very useful to make a recommendation to use them in practical situations. Meanwhile, the standard Q test performed best when?k?≥ 16 and large sample sizes (≥ 500). Moreover, no tests were reasonable for small sample sizes (≤ 10), regardless of study size k. The simply naive test (SIM) is recommended to be adopted with high performance when k = 4 in combination with (≥ 500). 展开更多
关键词 PROFILE LIKELIHOOD test Cochran Q test META-ANALYSIS HETEROGENEITY Risk ratios
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不同剪跨比钢筋混凝土框架振动台倒塌试验研究
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作者 张亮泉 张云波 +1 位作者 刘昊东 张昊宇 《世界地震工程》 北大核心 2026年第1期34-47,共14页
震害调查显示,薄弱层的破坏是造成钢筋混凝土框架结构倒塌的主要原因之一,且框架柱剪跨比与柱的破坏形式密切相关。实际地震动往往呈现三维特征,而三维地震动下不同剪跨比钢筋混凝土框架的抗倒塌性能仍有待研究。对此开展了三维地震动下... 震害调查显示,薄弱层的破坏是造成钢筋混凝土框架结构倒塌的主要原因之一,且框架柱剪跨比与柱的破坏形式密切相关。实际地震动往往呈现三维特征,而三维地震动下不同剪跨比钢筋混凝土框架的抗倒塌性能仍有待研究。对此开展了三维地震动下3个不同剪跨比的缩尺钢筋混凝土框架薄弱层振动台倒塌试验研究。试验结果表明:不同剪跨比的框架柱破坏形式存在明显差异,随着剪跨比的增大,柱子由锚固破坏和压剪破坏为主的脆性破坏变为延性较好的压弯破坏;对楼层加速度放大系数、柱平均轴力及平均动轴压比的分析表明,竖向地震动作用下柱轴力可能出现剧烈波动,使得框架柱更易发生受压和剪切破坏。基于试验结果给出如下抗倒塌建议:在竖向地震作用风险较高的地区,钢筋混凝土框架结构的薄弱层框架柱宜适当减小轴压比限值,或在轴压比计算时适当考虑竖向地震动的影响;当剪跨比较小时建议沿柱身全长配置加强箍筋,避免柱子在非箍筋加密区出现受压和剪切破坏;我国《建筑设计抗震规范》(GB 50011—2010)对RC框架的抗倒塌侧移角限值(1/50)均低于本次试验中各框架极限状态下的最大层间侧移角,具有较好的安全冗余度。 展开更多
关键词 RC框架结构薄弱层 剪跨比 振动台试验 三向地震动加载 倒塌机制
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锐齿槲栎群落乔灌草层优势种的种间关联研究
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作者 张莹 蔡京勇 +1 位作者 汪洋 佘远国 《林业调查规划》 2026年第1期130-139,共10页
基于样地调查数据,采用方差比率(VR)、χ^(2)检验、Spearman秩相关检验方法,研究堵河源国家级自然保护区锐齿槲栎群落乔木层、灌木层和草本层共67个优势种群、721个种对间的种间关联,应用主成分分析(PCA)划分各层次植物的生态种组。方... 基于样地调查数据,采用方差比率(VR)、χ^(2)检验、Spearman秩相关检验方法,研究堵河源国家级自然保护区锐齿槲栎群落乔木层、灌木层和草本层共67个优势种群、721个种对间的种间关联,应用主成分分析(PCA)划分各层次植物的生态种组。方差分析表明,群落各层优势物种间整体呈显著正关联(P<0.05),具有较高稳定性;χ^(2)检验表明,乔木层、灌木层和草本层种对正负关联比为1.71、1.16和1.44,各层呈不显著关联种对数均在90%以上,乔灌草层种对间关联松散,物种呈独立分布;Spearman秩相关检验显示,乔木层、灌木层和草本层种对正负关联比为1.24、1.19和1.31,各层正相关种对数均多于负相关种对数,呈不显著相关种对数均在80%以上,种对间独立性较高,乔木层优势树种锐齿槲栎幼苗数量多,幼树极少,幼苗阶段的种间竞争是锐齿槲栎更新的主要限制因素;根据PCA排序,将乔木层、灌木层和草本层均划分为4个生态种组。锐齿槲栎群落整体稳定性较强,乔木层稳定性最高;多数种对呈不显著相关,物种独立分布,稳定共存;锐齿槲栎自然更新困难,应结合锐齿槲栎的喜光特性适当开辟林窗促进其更新。 展开更多
关键词 种间关联 生态种组 锐齿槲栎群落 方差比率(VR) χ2检验 Spearman秩相关检验
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盐渍土环境下足尺纤维混凝土柱抗震性能研究
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作者 张广泰 韩佳铄 张杰 《地震工程与工程振动》 北大核心 2026年第1期154-163,共10页
为了研究盐渍土侵蚀后聚丙烯纤维锂渣混凝土(polypropylene fiber lithium slag concrete,PFLiC)足尺柱的抗震性能,以轴压比、侵蚀环境为变量,设计并制作4根配筋、大小均相同的PFLiC足尺柱试件。采用质量分数为12.43%的Na_(2)SO_(4)和10... 为了研究盐渍土侵蚀后聚丙烯纤维锂渣混凝土(polypropylene fiber lithium slag concrete,PFLiC)足尺柱的抗震性能,以轴压比、侵蚀环境为变量,设计并制作4根配筋、大小均相同的PFLiC足尺柱试件。采用质量分数为12.43%的Na_(2)SO_(4)和10.47%的NaCl模拟盐渍土侵蚀溶液浸泡其中3根足尺柱,另设1根足尺柱同期自然养护。在浸泡侵蚀完成至90 d后,对4根足尺柱分别进行拟静力试验,观察足尺柱的破坏现象,并分析其滞回曲线、刚度退化及延性等,探究PFLiC柱在不同变量下性能的变化情况。研究结果表明,本次试验足尺柱的破坏形态均为弯曲破坏,且滞回曲线的形状没有随轴压比的变化及盐渍土模拟溶液浸泡侵蚀而改变,均呈现为弓形;试件的骨架曲线均符合三折线形骨架曲线特征;随着轴压比的增大,PFLiC足尺柱的耗能能力和初始刚度均出现先下降后上升的趋势,而延性和裂缝数目则持续下降,同时试件的刚度退化速率逐渐加快,裂缝宽度逐渐增加;盐渍土环境侵蚀会增大构件的刚度退化速率、降低PFLiC柱的耗能能力与延性性能,增大裂缝间距和宽度。 展开更多
关键词 足尺柱 聚丙烯纤维锂渣混凝土 盐渍土环境 轴压比 拟静力试验 耗能能力
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筑坝堆石料动力特性试验研究
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作者 李东 杜俊 +2 位作者 王孝东 张瑞 熊治茗 《水电能源科学》 北大核心 2026年第2期100-104,99,共6页
堆石料作为典型粗粒土已广泛应用于土石坝建设中,研究其动力特性对土石坝抗震安全评价具有重要意义。基于DJSZ-150大型粗粒土动静三轴试验机,开展堆石料动力特性试验,深入研究围压和固结比对土体动态参数的作用机制。试验结果表明,动模... 堆石料作为典型粗粒土已广泛应用于土石坝建设中,研究其动力特性对土石坝抗震安全评价具有重要意义。基于DJSZ-150大型粗粒土动静三轴试验机,开展堆石料动力特性试验,深入研究围压和固结比对土体动态参数的作用机制。试验结果表明,动模量随动应变增大逐渐衰减,而围压和固结比的增大均会引起动模量增大;动剪切模量比在动剪应变小于0.1%时缓慢下降,超过0.1%后快速衰减,最后趋于稳定,曲线表现出明显的归一性;阻尼比随动剪应变的增加呈非线性增长,增大固结比能显著增强堆石料的能量耗散能力。该研究揭示了应力状态对堆石料动力特性的调控机制,可为土石坝抗震设计提供理论基础。 展开更多
关键词 动三轴试验 围压 固结比 动模量 阻尼比
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