A Discussion on Dynamic Characteristics of Undisturbed Loess by Dynamic Triaxial Test

Based on the dynamic triaxial test system and using the fitted wave of the Wenchuan earthquake and 1 Hz constant amplitude sinusoid,the paper compares the results of tests on undisturbed loess samples under different loads and vibration modes but under same saturated conditions.Results of the comparative experiment show:The stress-strain curves have a similar trend under random seismic loading and constant amplitude sinusoidal loading,but the random seismic loading is more sensitive to failure strength of the undisturbed loess samples under the same stress.     

砌体结构并联复合隔震建筑有限元分析

本文以某六层砌体橡胶隔震支座与摩擦滑移支座的并联复合隔震结构为例,运用有限元分析程序,对该建筑的一般抗震结构和并联复合隔震结构分别进行了地震作用下的有限元时程分析,结果显示:并联复合隔震结构能够降低上部结构的地震反应,提高建筑物的抗震能力,有明显的隔震、减震效果.     

Vulnerability of ordinary moment resistant concrete frames

The effects of structural modeling (bar slip in lap splice), ground motion selection process (epsilon effect) and size of a structure (number of bays and stories) on the fragility of reinforced concrete ordinary moment resisting frames are investigated. An analytical model is developed to account for bar slip in lap splice, which exhibits good correlation with existing experimental data. Then, incremental dynamic analysis is used to derive the fragility curves for four model structures. The model structures simulate frames with a different number of bays and stories. Finally, the fragility curves are corrected for the epsilon effect. The results show that slip in the lap splice can significantly increase the failure probability, especially for the collapse prevention limit state. At the same time, it is found that spectral shape has a significant impact on the fragility curves. It is also found that accounting for or ignoring bar slip or epsilon effects increases the probability of failure for larger structures. This indicates an unconservative bias in the safety of larger structures.     

基于INPGA的地下水污染治理多目标优化管理模型:Ⅱ——实例应用

简单算例研究表明改进的小生境Pareto遗传算法(INPGA)用于求解地下水系统的多目标优化管理模型时,求解过程简单,计算速度快,而且得到的Pareto解集跨度更为合理.本文以美国麻省军事保护区(Massachusetts Military Reservation,MMR)为实例,通过建立研究区复杂地下水污染治理的多目...     

古气候恢复及其对沉积的控制作用——以四川盆地上三叠统须家河组为例

四川盆地上三叠统须家河组是盆地的主力产层,该组发育的6段地层表现为砂-泥间互的"三明治"式沉积结构.为了探讨古气候对这种沉积结构的控制作用,文章首次利用孢粉学方法、元素比值法和自然伽马曲线法分别恢复了四川盆地晚三叠世须家河期各段地层沉积时期的古气候.孢粉植被法识别出蕨类和裸子类孢粉化石共计78属,呈现"拟网叶蕨孢属-凹...     

折射延迟时与时深曲线反演模型法静校正技术

地震波在沙丘中的传播速度与沙丘厚度密切相关.利用延迟时反演高速顶界时,采用常速或插值方法求取表层速度,不能正确反应这种变化关系,使反演模型底界存在误差,影响静校正精度.利用微测井成果数据拟和得到时深曲线,再利用延迟时从时深曲线求取表层速度和厚度可有效解决此问题.方法为:解释和分析地震微测井数据→应用地震微测井或有代表性表层结构线段拟合时深曲线→利用野外单炮初至时间获取表层延迟时→应用延迟时与时深曲线反演近地表结构模型→静校正量计算.应用结果表明,该方法快速有效,在M10JQ3D中获得较好效果.     

广义极值分布的适线法应用

广义极值分布频率曲线,也可采用均值、变差系数和偏态系数等三个统计参数来进行计算。通过建立离均系数表,可以方便地进行频率分析计算。现以澧水某站年最大流量系列为例,采用广义极值分布的适线法进行频率分析计算,成果表明广义极值分布具有一定适应性。     

CSAMT拟二维反演并行计算程序设计

可控源音频大地电磁法（CSAMT）拟二维反演并行计算程序,基于多进程与多线程方式实现程序的并行化,并形成相应的算法和程序。采用该并行计算程序,在多处理器多核工作站上进行实测数据的计算测试,结果表明,CSAMT拟二维反演并行计算程序可以有效提高反演效率。     

Parallel Numerical Analysis on the Rheology of the Martian Ice-Rock Mixture

The distribution and amount of ground ice on Mars is an important issue to be addressed for the future exploration of the planet.The occurrence of interstitial ice in Martian frozen ground is indicated by landforms,such as fluidized ejecta craters,softened terrain,and fretted channels.How-ever,experimental data on the rheology of ice-rock mixture under Martian physical conditions are sparse,and the amount of ground ice that is required to produce the viscous deformation observed in Martian ice-related landf...     

应用P—S曲线分析非线弹性地基上的欧拉——伯努利梁

在较大外荷载下,搁置在地基上的Bernoulli—Euler梁下部的土体会发生塑性变形。在使用有限差分法离散了文克勒地基梁（Winkler）的控制方程后,形成了线性代数方程组,然后调用计算机Fortran程序进行了求解。利用p-s曲线,通过迭代,使用有限差分法求解了考虑土体塑性的变基床系数的Winkler地基梁的位移。计算结果表明：通过p-s曲线和变基床系数的Winkler地基梁模型,可近似分析出地基在外荷载作用下是进入弹性阶段还是弹塑性阶段,并给出较为合适的地基沉降值。最后,讨论了算法的应用范围。