新疆地区表土孢粉分布规律及其与植被关系研究   总被引：2，自引：2，他引：2  

罗传秀  郑卓  潘安定  安放舟  Celia BEAUDOUIN  黄康有 《干旱区地理》2007,30(4):36-543

对中国新疆地区218个样点进行植被调查及表土孢粉分析的研究结果表明,新疆地区温带山地针叶林、高寒草甸及盐生草甸、温带草原、荒漠以及荒漠-沙漠过渡带均具有相对特殊的孢粉组合,新疆南北向样带的孢粉图式揭示出表土孢粉从北到南随地形、纬度和植被的改变而发生的空间变化。针叶林区表土孢粉浓度平均值为22 602粒/g、草原为3 834粒/g、荒漠为1 762粒/g、沙漠为0-10粒/g。但在同一植被类型中,特别是在草原和荒漠中,孢粉浓度与植被盖度之间并不呈现线性相关关系。根据大空间尺度样品的A/C(蒿Artemisia/藜Chenopodiaceae)值的中位数统计,草原为1.264、荒漠为0.565、沙漠为0.243。Ep/C(麻黄Ephedra/藜Chenopodiaceae)比值的中位数在荒漠为0.098、草原为0.063。  相似文献   

Application of horizontal-to-vertical (H/V) Fourier spectral ratio for analysis of site effect on rock (NEHRP-class B) sites in Taiwan   总被引：1，自引：0，他引：1  

Vladimir Yu. Sokolov  Chin-Hsiung Loh  Wen-Yu Jean   《Soil Dynamics and Earthquake Engineering》2007,27(4):314-323

The frequency-dependent amplification for rock (NEHRP-class B) sites was studied using earthquake ground-motion database collected in Taiwan during implementation of the Taiwan Strong Motion Instrumentation Program. The database used includes several hundred records from earthquakes of M_L 4.0–7.3 occurred between 1993 and 2004. The characteristics of amplification were evaluated using the well-known technique of horizontal-to-vertical Fourier spectral ratio (H/V) of the S-wave phase [Lermo J, Chavez-Garcia FJ. Site effect evaluation using spectral ratios with only one station. Bull Seism Soc Am 1993;83:1574–94]. The study allows us to analyze peculiarities of rock sites amplification in Northern and Eastern Taiwan. It was suggested to divide the NEHRP-class B site amplification into four types based on frequency of maximum amplification and the shape of amplification function. The applicability of the technique was also checked for a few stiff and soft soil sites (NEHRP-classes D and E).  相似文献   

Wave energy in surface layers for energy-based damage evaluation     

Takaji Kokusho  Ryuichi Motoyama  Hiroshi Motoyama 《Soil Dynamics and Earthquake Engineering》2007,27(4):354-366

Seismic wave energy in surface layers is calculated based on vertical array records at four sites during the 1995 Hyogo-ken Nambu earthquake by assuming vertical propagation of SH waves. The upward energy generally tends to decrease as it goes up from the base layer to the ground surface particularly in soft soil sites. Theoretical study on 1D multi-layers model to investigate the basic energy flow mechanism indicates that the energy at the ground surface can be smaller on softer soils due to high soil damping during strong shaking even if resonance effect is considered. A simple calculation for a shear-vibrating structure resting on foundation ground shows that induced strain in the structure is directly related to the energy or the energy flux of surface layers. Hence, a general perception that soft soil sites tend to suffer heavier damage than stiff sites should be explained not by greater incident energy but by other reasons such as degree of resonance. Furthermore, it is recommended that not only acceleration or velocity but also S-wave velocity should be specified at a layer where a design seismic motion is given, so that the seismic wave energy can clearly be quantified in seismic design practice.  相似文献   

The stiffness degradation and damping ratio evolution of Taipei Silty Clay under cyclic straining   总被引：2，自引：0，他引：2  

Chung-Jung Lee  Sheau-Feng Sheu 《Soil Dynamics and Earthquake Engineering》2007,27(8):730-740

The non-linear behavior of Taipei Silty Clay under cyclic strain loading was investigated through a series of undrained cyclic strain-controlled tests. The Ramberg–Osgood equation was used with our proposed stiffness degradation model to calculate degraded secant moduli. The proposed degradation model is simple in that it has only one more component than Idriss's model, the modulus ratio for the first cycle, which reflects the effects of the previous cyclic strain history and the current level of the cyclic strain amplitude, and can be used to describe softening and hardening behavior under irregular cyclic straining. It was found that the Ramberg–Osgood equation successfully predicts the damping ratio for small to medium strains. However, it overestimates the damping ratio for larger strains, so we suggest it can be corrected with a damping ratio index. In addition, the proposed equation for describing the evolution of the damping ratio provides the means to assess the variation for Taipei Silty Clay in the measured damping ratio with both the number of cycles and the strain amplitude.  相似文献   

Entropy‐based equation to assess hillslope sediment production     

José Carlos de Araújo 《地球表面变化过程与地形》2007,32(13):2005-2018

A new equation to assess hillslope sediment production, based on physical and probabilistic approaches, is presented. The equation, which allows the computation of the delivery ratio for every event, considers the physical variables of travel distance, stream power, settling velocity and gross erosion. The probability density function that arises from the new formulation is solved using the principle of maximum entropy. Based on data from five watersheds in both tropical and temperate zones, the new delivery parameter K_v is calibrated and associated with vegetation cover and conservation practice. The proposed equation is rationally based in relation to parameter K_v. The entropy‐based equation was applied to assess sediment yield in two other experimental watersheds, showing good predictability for the set (mean absolute error of 20·8%). No systematic error was found in the analysed data. The entropy‐based equation showed good predictability for long‐term sets of data and for high‐erosivity events, but did not perform well for the low‐erosivity ones. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

某隔震结构动力特性的理论分析与脉动测试   总被引：1，自引：1，他引：1  

贾洪  徐茂义  闫维明  李振宝 《震灾防御技术》2007,2(4):384-390

本文针对国内最大单体隔震建筑建立了SAP2000三维分析模型,并进行了动力特性的理论分析;现场对实际建筑进行了平移振动、扭转振动、垂直振动和平面内弯曲4个方面的脉动测试。利用工程振动反演理论分析了该结构的固有频率、振型、阻尼等动力特性,将实测结构动力特性与理论分析结果进行比较,详细分析实测结果与理论结果差别的原因,并据此对理论模型进行修正,为今后类似结构的设计积累了资料。  相似文献   

××地块水泥土室内配合比试验   总被引：1，自引：0，他引：1  

方忠友 《上海国土资源》2002,(1):34-35

针对目前国内外水泥土强度测定的试验方法,还未形成规范操作的情况下,该文主要从室内试验的角度,阐述了水 泥土试验的目的、试验设备、试样的制备以及试验的方法,从而确定出最佳的水泥掺入比,同时对水泥土与原状土的 物理力学性质以及水泥土的强度增长机理作初步的探讨。  相似文献   

近800a来内蒙古岱海湖水的盐度定量及其气候意义   总被引：6，自引：0，他引：6  

曹建廷  段学军  王苏民  沈吉 《地学前缘》2002,9(1):187-192

在干旱半干旱地区 ,封闭湖泊的湖水盐度对气候变化反应敏感。首先通过现生介形类 (Lim nocytherecf.inopinata)壳体与湖水Sr/Ca比值的测定确定了Sr/Ca的分配系数 ;然后测试现代岱海湖水盐度与湖水Sr/Ca比值 ,建立湖水盐度与湖水Sr/Ca比值的函数关系 ;最后利用湖泊沉积剖面中介形类壳体的Sr/Ca比值定量恢复了岱海湖水近 80 0a来的盐度。通过分析岱海湖水盐度变化过程 ,揭示了研究区小冰期前期降水增加的冷湿气候 ,这明显不同于东部其它地区的冷干气候 ;研究区在小冰期中后期以偏干旱气候为主 ,这与东部其它地区干冷气候相一致 ;推测了 2 1世纪初 10～ 2 0a ,岱海地区降水将有所增加 ,干旱趋于缓和。  相似文献   

利用强震记录分析场地的地震反应   总被引：13，自引：1，他引：13       下载免费PDF全文

章文波  谢礼立  郭明珠 《地震学报》2001,24(6):604-614

利用唐山近场强震记录对如何分析场地反应进行研究，分析比较了多种方法:线性反演法、传统的谱比法以及接收函数法．通过比较研究，发现各种方法都能给出土层场地的卓越周期，但每种方法给出的场地反应不完全相同．其中，传统的谱比法与线性反演法的结果较为接近，而接收函数法的结果则同其它两种方法的结果相差较大．在线性反演法中，给出了Ｓ波的品质因子QS，QS 在0.5～32Ｈz范围内与频率有关:QS（f）＝67 f 1.1．   相似文献   

武定6.5级地震孕震过程测震学特征     

毛德培 《地震研究》2001,24(1):82-87

研究了1995年10月24日云南省武定6．5级强震前的地震活动性参数、空间分布图象、距震中135km的巧家台振幅比、波速比演化特征，结果表明武定6．5级地震孕育发生有明显的阶段性变化，经历了早期（1988年4月－1992年7月），中期（1992年8月－1995年3月），晚期（1995年4月－1995年10月）阶段的发展，最终发生了强震。最后应用岩石破裂实验结果，分析了武定6．5级地震孕震过程。  相似文献