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981.
高层建筑时程分析中地震动时程选择和修改方法研究 总被引:2,自引:1,他引:1
合理的地震动时程选择与修改方法对于高层结构的抗震设计具有重要意义,有着广泛的工程应用.本文回顾了建筑抗震设计规范对于输入地震动时程的规定,通过对现有的地震动时程选择与修改方法进行分类和定性分析,挑选了两种与规范要求衔接较好的方法.结合具体算例对两种方法进行了定量分析,结果表明以安评设计谱作为选择指标,利用最小二乘法对选择的地震动时程进行修改,可以得到离散较小且符合规范要求的地震动时程,该成果能够在现行规范要求下为结构的抗震设计提供合理可靠的依据.同时,本文也对未来地震动时程选择与修改方法的研究和发展方向进行了展望,指出条件均值谱和非弹性反应谱将是该领域未来主要的研究方向. 相似文献
982.
Integrated method of RS and GPR for monitoring the changes in the soil moisture and groundwater environment due to underground coal mining 总被引:3,自引:0,他引:3
Zhengfu Bian Shaogang Lei Hilary I. Inyang Luqun Chang Richen Zhang Chengjun Zhou Xiao He 《Environmental Geology》2009,57(1):131-142
Mining affects the environment in different ways depending on the physical context in which the mining occurs. In mining areas
with an arid environment, mining affects plants’ growth by changing the amount of available water. This paper discusses the
effects of mining on two important determinants of plant growth—soil moisture and groundwater table (GWT)—which were investigated
using an integrated approach involving a field sampling investigation with remote sensing (RS) and ground-penetrating radar
(GPR). To calculate and map the distribution of soil moisture for a target area, we initially analyzed four models for regression
analysis between soil moisture and apparent thermal inertia and finally selected a linear model for modeling the soil moisture
at a depth 10 cm; the relative error of the modeled soil moisture was about 6.3% and correlation coefficient 0.7794. A comparison
of mined and unmined areas based on the results of limited field sampling tests or RS monitoring of Landsat 5-thermatic mapping
(TM) data indicated that soil moisture did not undergo remarkable changes following mining. This result indicates that mining
does not have an effect on soil moisture in the Shendong coal mining area. The coverage of vegetation in 2005 was compared
with that in 1995 by means of the normalized difference vegetation index (NDVI) deduced from TM data, and the results showed
that the coverage of vegetation in Shendong coal mining area has improved greatly since 1995 because of policy input RMB¥0.4
per ton coal production by Shendong Coal Mining Company. The factor most affected by coal mining was GWT, which dropped from
a depth of 35.41 m before mining to a depth of 43.38 m after mining at the Bulianta Coal Mine based on water well measurements.
Ground-penetrating radar at frequencies of 25 and 50 MHz revealed that the deepest GWT was at about 43.4 m. There was a weak
water linkage between the unsaturated zone and groundwater, and the decline of water table primarily resulted from the well
pumping for mining safety rather than the movement of cracking strata. This result is in agreement with the measurements of
the water wells. The roots of nine typical plants in the study area were investigated. Populus was found to have the deepest
root system with a depth of about 26 m. Based on an assessment of plant growth demands and the effect of mining on environmental
factors, we concluded that mining will have less of an effect on plant growth at those sites where the primary GWT depth before
mining was deep enough to be unavailable to plants. If the primary GWT was available for plant growth before mining, especially
to those plants with deeper roots, mining will have a significant effect on the growth of plants and the mechanism of this
effect will include the loss of water to roots and damage to the root system. 相似文献
983.
方钢管混凝土框架在低周反复荷载作用下的非线性有限元分析 总被引:2,自引:0,他引:2
本文建立了方钢管混凝土框架结构的三维非线性有限元分析模型,用以研究方钢管混凝土框架在低周反复荷载作用下的抗震性能。该模型考虑了钢与混凝土的粘结滑移作用。通过与方钢管混凝土框架结构在低周反复荷载作用下试验所得的滞回曲线和刚度退化曲线的对比,发现该模型的计算结果较为精确,可以应用于方钢管混凝土框架的结构分析中。同时由试验和有限元分析计算的结果也可以得出结论,方钢管混凝土框架具有较好的抗震性能。 相似文献
984.
As an important reservoir type in the Bohai Bay Basin, China, lacustrine beach and bar sands which refer to the shallow water complex deposited mainly by nearshore, delta‐rim and buried hill‐related beaches as well as longshore bars were developed in a particular stage in the evolution of those faulted Cenozoic continental depressions. In the Chezhen Depression, for example, the Second Member of the Oligocene Shehejie Formation (abbr. as Es2 hereafter) formed during the rifting‐to‐thermal subsidence transitional stage. Although well developed in Es2, beach and bar sands are difficult to recognize owing to their relative thinness. The paper summarizes sedimentary characteristics of lacustrine beach and bar sands on cores and logs. Low‐angle cross‐stratification, swash stratification, as well as occasional small‐scale hummocky cross‐stratification resulted from storms can be observed in beach and bar sands. The paper distinguishes bars and beaches from each other in Es2 mainly based on the grain‐size, bed thickness, facies succession and log responses. In order to predict the distribution of beach and bars, a chrono‐stratigraphic correlation framework of Es2 in the study strata is established using a high‐resolution sequence stratigraphic approach. Es2 strata are sub‐divided into six medium‐scale cycles and the mapping of the high‐frequency cycles allows the geographic and stratigraphic distribution of both beach and bar sands to be predicted. The study shows that beach and bars are better developed in times of base‐level fall than in base‐level rise. Factors such as lake‐level fluctuation, sediment supply, palaeogeomorphology and palaeowind direction have exerted control on the formation and distribution of beach and bar sands. Finally, the genetic pattern of beach and bar sands in the Es2 unit has been constructed, which provides a foundation for the prediction of beach and bars reservoir in continental basins in general. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
985.
The optimization inversion method based on derivatives is an important inversion technique in seismic data processing, where
the key problem is how to compute the Jacobian matrix. The computational precision of the Jacobian matrix directly influences
the success of the optimization inversion method. Currently, most of the AVO (amplitude versus offset) inversions are based
on approximate expressions for the Zoeppritz equations to obtain the derivatives of the seismic wave reflection coefficients
(SWRCs) with respect to the stratum parameters. As a result, the computational precision and range of applications of these
AVO inversions are restricted undesirably. In order to improve the computational precision and to extend the range of applications
of AVO inversions, the partial derivative equations of the Zoeppritz equations are established, with respect to the ratios
of wave velocities and medium densities. By solving the partial derivative equations of the Zoeppritz equations accurately,
we obtained the partial derivative of SWRCs with respect to the ratios of seismic wave velocities and medium densities. With
the help of the chain rule for derivatives, the gradient of the SWRCs can be accurately computed. To better understand the
behavior of the gradient of the SWRCs, we plotted the partial derivative curves of the SWRCs, analyzed the characteristics
of these curves, and gained some new insight into the derivatives. Because only a linear system of equations is solved in
our method without adding any new restrictions, the new computational method has both high precision and a quick running speed;
it is not only suitable for small incident angles and weak reflection seismic waves but also for large incident angles and
strong reflection seismic waves. With the theoretical foundations established in the article, we can further study inversion
problems for layered stratum structures and we can further improve the computational speed and precision of the inversions. 相似文献
986.
987.
利用sPn震相计算九江-瑞昌地区地震的震源深度 总被引:1,自引:0,他引:1
近震震相sPn与Pn到时差与震中距无关,只与震源深度和地壳模型有关.应用此方法,计算了发生在九江-瑞昌地区两次地震的震源深度,结果表明,利用区域台网sPn-Pn的到时差确定地震震源深度较为可信.根据华南地区速度模型,建立了九江-瑞昌地区sPn与Pn到时差与震源深度便查表. 相似文献
988.
以 MC3T3-E1细胞系为实验材料,探讨了真核表达的重组蛋白 rACCBP 对成骨细胞的作用.结果表明:rACCBP 对 MC3T3-E1的分化具有抑制作用,用含有0.001 g/mL rACCBP 的 DMEM 培养液,培养8 d 后细胞的ALP 活性仅为7.187 U/mg,远低于参照的11.917 U/mg; rACCBP 削弱了 dexamethane 和 ascorbic acid 对 MC3T3-E1的诱导作用 相似文献
989.
利用宁夏20个气象站1961—2010年实测气象资料,采用线性趋势分析、Mann-Kendall非参数检验、标准化降水指数等数理分析方法,对宁夏近50年旱涝灾害时空变化特征进行分析。结果表明:①1961—2010年宁夏气候暖干化趋势明显,增温速率为0.38 ℃/10a,远高于全国和西北地区;②1961—2010年宁夏降水量波动减少且具有整体性,雨量带明显南移,干旱、半干旱区域逐年扩大。③1961—2010年宁夏旱涝灾害交替发生,干旱化趋势明显。④在旱灾方面,宁夏南部山区旱灾频率相对较低,从南向北旱灾频率逐渐上升。北部灌溉区以轻微干旱为主,严重干旱和极端干旱主要发生在中部干旱区。⑤在涝灾方面,宁夏南部山区涝灾相对较少,依然呈现由南向北涝灾频率逐渐上升的空间格局。中等以上涝灾南部山区相对较多,严重湿润和极端湿润主要发生在北部引黄灌溉区。 相似文献
990.