Wave propagation in a seven-story reinforced concrete building: I. Theoretical models

For transient, high frequency, and pulse like excitation of structures in the near field of strong earthquakes, the classical design approach based on relative response spectrum and mode superposition may not be conservative. For such excitations, it is more natural to use wave propagation methods. In this paper (Part I), we review several two-dimensional wave propagation models of buildings and show results for theoretical dispersion curves computed for these models. We also estimate the parameters of these models that would correspond to a seven-story reinforced concrete building in Van Nuys, California. Ambient vibration tests data for this building imply vertical shear wave velocity β_z=112 m/s and anisotropy factor β_x/β_z=0.55 for NS vibrations, and β_z=88 m/s and β_x/β_z=1 for EW vibrations. The velocity of shear waves propagating through the slabs is estimated to be about 2000 m/s. In the companion paper (Part II), we estimate phase velocities of vertically and horizontally propagating waves between seven pairs of recording points in the building using recorded response to four earthquakes.     

立交桥曲线箱梁动力分析模型

提出了1种双脊骨空间有限元模型,用来模拟和分析立交桥曲线箱梁的固有振动特性和动力反应。将曲线箱梁分别看作是由空间梁或壳组成的空间结构,并分别采用分段空间直梁模型、壳元模型和实体元模型进行模拟,分析相同曲线箱梁的振动特性和地震时程反应,通过与双脊骨模型的计算结果的比较验证双脊骨模型的可靠性。初步研究了在相同曲率半径下不同跨度的曲线箱梁的固有振动特性,分析了双脊骨模型的脊骨间距、横向连接间距等参数对模型计算结果的影响。研究结果可为曲线梁桥抗震性能和地震反应分析提供参考。     

响应面法优化热泵-热风联合干燥小黄鱼(Pseudosciaena polyactis)的节能参数

为了减少小黄鱼(Pseudosciaena polyactis)干燥过程的能耗, 在前期实验的基础上, 采用响应面分析法, 以单位能耗除湿值(SMER)和挥发性盐基总氮值(T-VBN)两者的综合指标Y为最终评价指标, 对热泵干燥阶段的温度A、分阶段干燥的转换点含水率B、后期热风干燥阶段的温度C三个条件进行优化, 模拟得到回归方程的预估模型。结果表明, 小黄鱼联合干燥的最优条件为热泵干燥温度A=50℃、转换点含水率B=32.62%和热风干燥温度C=44.01℃, 在此条件下比较热泵干燥(HPD)、热泵-热风联合干燥(HPD+AD)、热风干燥(AD)三种干燥方式下的样品品质和耗能, 联合干燥得到的小黄鱼干品质高于热风干燥, 而且干燥能耗降低了34.8%。     

Stochastic Response Analysis of Piled Offshore Platform Excited by Stationary Filtered White Noise

In this paper,the analysis method of stochastic response of piled offshore platform excited bystationary filtered white noise is presented.With this method,the strong ground motion is considered asthree direction stationary filtered white noise process,the theoretic solutions of three special integrationequations are derived with the residue theorem,and the expression of response nodal displacements andmember forces of offshore platform excited by the stationary filtered white noise is put forward.Thestochastic response of a piled offshore platform excited by the stationary filtered white noise,which is lo-cated 114.3m in water depth,is computed.The results are compared with those obtained with the re-sponse spectrum analysis method and the stationary white noise model analysis method,and the corre-sponding conclusion is drawn.     

地基 结构系统地震响应的突变模型分析

由拉格朗日方程导出地基 结构系统地震响应分析的动力方程，利用突变模型分析了系统对地震响应的复杂过程，并分析了振幅响应的跳跃现象和“路径”效应等非线性动力特性，得出了有意义的结论。分析结果对地基 结构系统的参数设计有一定的参考价值。     

Temporal variability in hydrological response within a small catchment with badland areas,central Pyrenees

Abstract

The lower Araguás catchment, central Pyrenees, is characterized by extensive badlands (25% of the total catchment), whereas the upper catchment is covered by dense plantation forest. The catchment (45 ha) has been monitored since October 2005 with the aim of studying its hydrological response. The 44 floods recorded over this period were analysed to identify the factors that control the rainfall—runoff relationship. The first relevant feature of the catchment was its responsiveness. The catchment reacted to all rainfall events, but the irregular nature of the hydrological response was the most characteristic feature of the response. No single variable could explain the response of the Araguás catchment. It was found that stormflow coefficients mainly depend on the combination of rainfall volume and antecedent baseflow. A significant correlation was observed between maximum rainfall intensity and peak flow values. The shapes of the different hydrographs are very similar, regardless of the peak flow magnitude; they show a short time lag, relatively narrow peak flow, and steep recession limb. This indicates a large contribution by overland flow, resulting mainly from the generation of infiltration excess runoff in badland areas.     

中国青藏高原深部地球物理探测与地球动力学研究（1958—2004）

经过半个多世纪的努力,中国学者在青藏高原进行的地壳上地幔地球物理探测工作取得了巨大进展. 累计完成长约45000km的深部地球物理探测工作,取得了许多科学数据,为探讨高原地壳上地幔结构、隆升机制和动力学研究奠定了基础. 为比较全面反映中国学者多年来的工作成果,作者广泛收集资料,总结了中国学者在青藏高原地壳上地幔地球物理探测工作程度,并按照方法分类绘制了系列工作程度图. 文中分别对地壳结构、上地幔的横向不均匀性、岩石圈的电性结构、青藏高原隆升机制、青藏高原地球动力学模型等几个方面所取得的主要成果做了概略的评述. 已有资料表明：青藏高原的莫霍面埋深变化较大,且在几条重要缝合带莫霍面两侧都有断错;根据目前的探测结果,高原在20±5km埋深范围内普遍存在壳内低速高导层,速度一般为5.6～5.8km/s,电阻率约为1～10Ω·m,厚度一般为5～10km,但横向分布不连续. 低速层与高导层的深度、厚度在趋势上一致,但不十分吻合.天然地震的研究结果表明,组成高原各个地块内部的地震各向异性方向大致相同,各地块的分界处各向异性方向往往有明显的变化;虽然对高原隆升机制还存在不同的看法,但至少认为高原是多期隆升、多种机制共同作用的结果这一点已达成共识. 综合已有的地球物理调查成果,结合地质地球化学资料建立的高原地球动力学模型,形象地表达出青藏高原岩石圈的双向挤压变形模式. 这些工作为研究青藏高原隆升和变形机制提供有价值的信息.     

南海南部北康盆地中新世碳酸盐台地地震响应及分布特征

以大量高精度2D地震资料分析为基础,对北康盆地碳酸盐台地地震反射特征、演化期次及分布特征开展了系统研究。北康盆地碳酸盐台地自早中新世开始发育,中中新世广泛分布,而从晚中新世开始衰退淹没。中新世碳酸盐台地多为孤立台地,台地边缘常发育断层,台地顶部在地震剖面上多呈现为两条平行和亚平行强反射轴,内部呈杂乱和亚平行空白及弱反射轴,底部则多为一条光滑的平行和亚平行弱反射轴。北康盆地中新世碳酸盐台地发育可以划分为3个期次,第1期台地发育范围大且厚度较薄;第2期台地范围缩小,受到断层控制明显;第3期台地范围进一步缩小直至被淹没。北康盆地中新世碳酸盐台地主要为北东向和北西向,这与周边盆地和现今碳酸盐台地走向一致,其平面分布受到构造隆起和断裂的控制。     

拱坝非线性地震反应分析

本文根据一致粘弹性模型的概念，引入应变率的影响，将混凝土静态William-Warnke三参数模型改造成一致粘塑性William-Warnke三参数本构模型，并用这个模型对某高拱坝进行了非线性地震响应分析，与线弹性模型和应变率无关的William-Warnke三参数模型的结果进行了比较，初步探讨了应变率对拱坝地震反应的影响。     

基于MODIS数据中国天山积雪面积时空变化特征分析

基于2011-2015年MOD10A2积雪产品和气象数据,通过几何校正、去云预处理,应用归一化差分积雪指数算法等获取中国境内天山山区积雪覆盖面积数据,分析了积雪面积的时空变化特征及与气温降水的关系。结果表明：（1）年内积雪面积呈单峰变化,9月开始积累,次年1月达峰值,3月气温回暖消融加速,至7月最小。春秋季波动较大但没有明显的增减趋势,夏季积雪面积最小,冬季最大且呈减小趋势。（2）2001-2015年积雪覆盖面积整体上呈减少趋势,积雪覆盖率最大值的波动比最小值的波动更加剧烈。（3）积雪覆盖率随着海拔升高而增大,海拔<1 500 m区域积雪覆盖率低于10%,海拔>4 500 m以上区域平均可达70%,为常年稳定积雪区。积雪覆盖率在西北坡最高,南坡最低。（4）年均气温升高是积雪覆盖面积减小的主因,年积雪覆盖面积变化与年降水量变化保持一致的下降趋势。