振动台试验模型地震反应的HHT研究

Hilbert-Huang Transform(HHT)是一种新的适用于非线性、非平稳信号,且具有自适应性的数据处理方法．本文简要介绍了一座45层钢筋混凝土框架结构及其振动台试验模型概况. 利用HHT分析了模型结构在不同烈度地震中的反应记录,得到了Hilbert时频幅值三维分布和Hilbert边际谱．Hilbert谱得到记录能量集中分布的频段与时间范围,捕捉到信号变化的主要特征. Hilbert边际谱曲线形状和峰值频率值随着地震烈度的升级而发生了相应变化,而且所有的结果图形体现出相同的规律性,预示着Hilbert边际谱在土木工程结构安全评价中的应用前景．      

Pseudo-dynamic test and numerical simulation of high-strength concrete frame structure reinforced with high-strength rebars

This paper describes an investigation of a high-strength concrete frame reinforced with high-strength rebars that was tested in the structure engineering laboratory at Shenyang Jianzhu University. The frame specimen was pseudo- dynamically loaded to indicate three earthquake ground motions of different hazard levels, after which the test specimen was subjected to a pseudo-static loading. This paper focuses on the design, construction and experiment of the test frame and validation of the simulation models. Research shows that a high-strength concrete frame reinforced with high-strength rebars is more eff icient and economical than a traditional reinforced concrete frame structure. In addition to the economies achieved by effective use of materials, research shows that the frame can provide enough strength to exceed conventional reinforced concrete frames and provide acceptable ductility. The test study provides evidence to validate the performance of a high- strength concrete frame designed according to current seismic code provisions. Based on previous test research, a nonlinear FEM analysis is completed by using OpenSees software. The dynamic responses of the frame structure are numerically analyzed. The results of the numerical simulation show that the model can calculate the seismic responses of the frame by OpenSees. At the same time, the test provides additional opportunities to validate the performance of the simulation models.     

Investigation of effect of near-fault motions on substandard bridge structures

The objective of this study was to investigate the effects of near-fault ground motions on substandard bridge columns and piers. To accomplish these goals, several large scale reinforced concrete models were constructed and tested on a shake table using near- and far-field ground motion records. Because the input earthquakes for the test models had different characteristics, three different measures were used to evaluate the effect of the input earthquake. These measures are peak shake table acceleration, spectral acceleration at the fundamental period of the test specimens, and the specimen drift ratios. For each measure, force-displacement relationships, strains, curvatures, drift ratios, and visual damage were evaluated. Results showed that regardless of the measure of input or response, the near-fault record generally led to larger strains, curvatures, and drift ratios. Furthermore, residual displacements were small compared to those for columns meeting current seismic code requirements.     

内蒙古阿贵庙地区地质构造演化与成矿响应探讨

阿贵庙地区位于狼山造山带的西段,同狼山成矿带东段的东升庙、炭窑口、霍各乞等大型-超大型铜铅锌多金属矿区具有相似的成矿地质背景和其他有利的成矿地质条件。笔者在分析区域构造地质背景的基础上,重点研究了阿贵庙地区的地质构造演化过程与成矿作用。研究结果表明:阿贵庙地区经历了古太古代基底岩石建造的形成、太古宙晚期-古元古代早期结晶基底形成和变质与变形、中元古代陆缘裂解与接受沉积-成矿、新元古代末裂陷槽闭合、晚古生代(海西期)-中生代(印支期)以来的挤压造山变形、大量岩浆上侵、地壳增生与变形的多个构造演化阶段。在不同的构造演化阶段形成不同类型的矿床:新太古代主要形成海底火山热水沉积条带状铁矿、在中元古代主要形成了与被动陆缘裂解过程相关的热水沉积硫化物矿床、晚古生代则形成与次火山岩浆热液成矿作用相关的斑岩型铜金矿床以及其他与火山岩有关的多个铜矿点。     

青藏高原兹格塘错流域50年来湖泊水量对气候变化响应的模拟研究

运用数值模拟建立青藏高原兹格塘错流域土壤、植被、气候等的空间和属性数据库;接着,借助分布式流域尺度水文模型（SWAT模型）,对兹格塘错1956—2006年间的流量进行模拟实验;最后,反演50年来兹格塘错流域水文过程,测试流域温度、降水和蒸发组合的敏感因子对湖泊水量变化的效应,探讨50年来湖泊水量对气候变化的响应。模拟实验的边界条件设置为自然地形、土壤、植被覆盖,其中土壤资料包括有机质含量、粒径等理化参数。模拟结果表明：兹格塘错的年平均流量为6.3m3/s,流量高峰集中在8月至10月,并且由于融雪补给的关系,3月出现另一个流量高峰;模拟结果与遥感解译所得到的结果吻合较好。敏感实验表明：兹格塘错流域内温度、降水和蒸发组合的敏感因子实验具有高原特征,即高原湖泊的水文过程和湖泊流量变化有着较为敏感的响应关系;兹格塘错流量受降水的影响最大,随着降水的增加,流量有所增加;在温度升高的情况下,流域蒸发量增加速度大,兹格塘错流量增加的效应不明显,而在冷湿模式下,流域蒸发量降低,兹格塘错流量增加显著。     

大回线源瞬变电磁技术在西藏山南地区探矿中的应用

对大回线源瞬变电磁非中心点场和中心点场响应进行对比讨论,认为核函数具有相似的函数形态和函数性质,因此对于非中心点各分量也可以表示成与中心点垂直分量类似的多项式形式,采用待定系数法,完成视电阻率定义,通过模型检验认为方法可行,结果可靠.使用这一技术时西藏山南地区的帕南、努日等两个矿区进行探测,解释结果与钻探验证一致,取得...     

天山乌鲁木齐河源1号冰川径流对气候变化的响应分析

利用天山乌鲁木齐河源1号冰川1959-2006年的气象、冰川物质平衡和1980-2006年的水文资料,分析了其冰川径流的变化.结果表明:由于1996年以来的显著升温,导致了1号冰川水文点径流主要受夏季气温变化的控制,冰川物质损失对径流的补给作用已超过了降水的作用.1996-2006年与1980-1995年相比,夏季气温...     

高分辨湖泊沉积和孢粉记录对气候、水文变化的响应

通过对长江中游网湖钻孔高精度分层样品(1.5年/样品)的沉积学和孢粉学研究,试图揭示过去百年网湖在由开放到封闭体系变化中,沉积孢粉与气候、水文动力变化的过程及其相互关系.相关分析和低频滤波分析,反映出沉积物和孢粉的变化对流域降水和长江流量的敏感响应.在过去130年中的多雨洪水年份,湖泊受长江倒灌影响,沉积物以黏土细颗粒...