结构体系的一种新型半解析动力算法——地下结构动力分析的拉普拉斯积分变换解法

得到了地下结构在水平地震作用下的动力运动方程,利用拉普拉斯变换和结构的对接条件,得到了求解待定系数的超越方程。利用拉普拉斯逆变换得到了结构的位移表达式和确定拉普拉斯参数极点的方程。进一步研究发现,拉普拉斯变换参数s与结构频率ω之间存在某种特殊的关系:s2=?ω2。为了避免确定待定系数及拉普拉斯参数极点时求解复杂超越方程的困难,建议通过数值的办法先把结构体系的频率求出来,再通过拉普拉斯逆变换留数定理求解结构的位移和内力。     

Late Cenozoic Geomorphology, Geochronology and Physiography of Yuntaishan in Southern Taihang Mountain, North China

The late Cenozoic geomorphic features and geochronologic data of the Zhingfang River catchment in the Yuntaishan World Geopark are studied. Several quarternary geochronologic methods, including electron spin resonance (ESR), optically stimulated luminescence (OSL), thermo-luminescence (TL) and U-series are presented in this paper. The results suggest that there are two planation surfaces, named as the Taihang surface which is a peneplain of Taihang stage formed during Oligocene or Oligocene to early-middle Miocene period, and Tang-hien surface which is a mature wide valley of Tang-hien stage formed during late Miocene-Pliocene or Pliocene-early Pleistocene period and probably ended prior to 2.2–2.6 Ma based on ESR dating. After the Tang-hien stage, the incision and aggradation of the river formed six stream terraces with heights of 3–5 m, 8–12 m, 22–24 m, 28–38 m, 50–62 m and 80–85 m above the river bottom, respectively. The dating results of the alluvium sediments suggest that these terraces were formed during Holocene, 20–23 ka B.P., 110–120 ka B.P., 200–240 ka B.P., 840–1200 ka B.P. or ~450 ka B.P. and 1600–1800 ka B.P. or ~1100 ka B.P., respectively. These results indicate that episodic incision of the river, which controls the formation of the scenery in the Yuntaishan World Geopark, was mainly influenced by the periodic dry-wet climate change during late Cenozoic mountain uplift.     

主带小行星的动力学模拟

采用接近真实太阳系的动力学模型,对主带小行星的动力学演化进行了数值模拟。计算的起始时间是儒略日JD=2.4540005×10~6,计算的时间长度为100万年。力学模型采用n+m体模型,计算程序基于小行星轨道演化的软件Orbit9。对演化结果进行分析可以发现测试粒子与木星的平运动共振对测试粒子稳定性的不同作用,以及在2:3、3:4共振处不同初始ω值对测试粒子演化结果的影响。     

Chromospheric Internetwork Oscillations at Various Locations of the Quiet Sun

We analyze oscillation behaviours in chromospheric internetwork regions using spectral observations of the CⅡ1334 A line obtained with the Solar Ultraviolet Measurements of Emitted Radiation spectrograph (SUMER) aboard Solar and Heliospheric Observatory (SOHO). Three areas, 26 ×120arcsec2 each, at the various latitudes from the disk center to the north polar coronal hole, were rastered with a cadence of about 40-60 s in the solar minimum year. We obtained the time evolution of two-dimensional (2D) line intensity, continuum and line core shift. The continuum and the line shift show -3 min chromospheric oscillations in the internetwork regions underlying the coronal hole as well as at the disk center. We find that the CⅡ1334A line shift oscillates with an average speed of -1.7 km s-1, independent of the latitude, while its coherent scale decreases with latitude. On the other hand, the oscillation amplitude of the continuum around the 1334 A and the phase delay between the Doppler shift and continuum sli     

北京延庆盆地湖相钙质层的电子自旋共振（ESR）测年研究

北京延庆盆地是一个小型的新生代断陷盆地，第四纪时期曾发育多期湖相层，而对这些湖相层的时代有着不同的认识。应用电子自旋共振（ＥＳＲ）测年方法对采自北京延庆盆地地表湖相沉积层的６个钙质样品作了年龄测定，结果表明，延庆盆地地表出露的较老湖相层的时代属于中更新世     

El Ni?o区域SST的空间结构

本文利用MHAT小波对1970～1990年El Ni?o 区域的SST进行多尺度分析，研究结果发现:(1) 在洲洋尺度(4×10 3～13×10 3 km)里，El Ni?o区域存在着特征波长为6000 km的纬向长波#Aψ*T/2@#a和波长为6500 km的经向长波ψ1；(2) 在区域尺度(1×10 3～4×10 3 km)里，El Ni?o区域的SST存在着特征波长为4500 km的经向中波ψ3和波长为3500 km的纬向中波ψ4；(3) 大尺度范围的海温异常及4波共振机制是发生El Ni?o现象的两个重要原因。     

钻井中首波的共振与衰减

本文从P波首波的严格割线积分出发,首次给出了揭示其共振与衰减特性的渐近展开式,通过数值计算,对这些公式进行了检验,证明它们与严格解符合的相当好.解析的和数值结果一致表明:首波具有共振特性,频谱是连续的;振幅随源距z按1/z规律衰减;各共振峰幅度随岩石泊松比v的增大按[v/（1-v）]²规律增大.时域计算表明,所谓“滤波效应”正是首波共振激发特性的反映,传播过程中不频散.     

考虑非对称效应的非线性结构超谐共振与亚谐共振

本文将考虑空间效应非对称刚度的单层结构简化为三个自由度体系，用多尺度法研究了体系在强激励下的超谐共振与亚谐共振时的动力行为，通过算例分析得到一些不同于线性结构的结论，为结构非线性抗震分析提供了途径。     

横风向旋涡脱落的共振分析及在工程上的应用

结构在风荷载作用下，不但会出现顺风向平均风响应和脉动风引起的风振响应，而且必然同时出现横风向旋涡脱落风振，当横风向旋涡脱落频率与结构的某阶自振频率一致时，结构会产生极大的横风向共振，以致引起结构的损坏或破坏。在阐述横风向旋涡脱落频率共振的基本原理基础上，结合工程实际，对某一电信楼的避雷针结构进行了横风向风振(旋涡脱落)的校核与计算，得到了一些有益的结论与建议，为避雷针的进行风振控制提供了可靠的参考依据。