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101.
ABSTRACT

In the European Alps, high mountain environments are subject to major impacts resulting from climate change, which strongly affect human activities such as mountaineering. The purpose of the study was to examine changes in access routes to 30 high mountain huts in the Western Alps since the 1990s. Data were derived from the use of two different methods, geo-historical studies and a questionnaire, and were used to identify both the climate-related processes affecting the climbing routes and the strategies implemented by public entities, Alpine clubs, guide companies, and hut keepers to maintain acceptable safety and technical conditions. The case studies revealed issues affecting three access routes and the results from the questionnaire showed that the main processes affecting access routes were loss of ice thickness and retreat from the front of the glaciated areas. Commonly, in situ equipment was installed to facilitate access for mountaineers and/or a part of a route was relocated to a safer area. The authors conclude that in most cases, the measures were effective but they were limited by financial, ethical and legal issues, especially in protected or classified areas that could jeopardise their durability and effectiveness.  相似文献   
102.
Eccentrically braced frames (EBFs) can be repaired after a major earthquake by replacing the links. The link replacement is not a straightforward process and is influenced by the type of the link and the amount of residual frame deformations. The past decade has witnessed the development of different types of replaceable links such as end-plated links, web connected links, bolted flange and web spliced links, and collector beam and brace spliced links. All of the developed replaceable link details, except the web connected links, are not suitable for link replacement under residual frame drift. In this paper, a detachable replaceable link detail which is based on splicing the link at its mid-length is proposed. The detail is well suited for installation under residual frame drifts. In addition, the weight and size of the members to be transported and erected are reduced significantly, thereby facilitating the replacement procedure. Performance of this proposed replaceable link is studied by conducting six nearly full scale EBF tests under quasi-static cyclic loading. The link length ratio, type of end-plated mid-splice connection, and the amount of residual drift are considered as test variables. The test results revealed that the inelastic rotation capacity of the detachable replaceable links exceeds the requirements of the AISC Seismic Provisions for Structural Steel Buildings. No failures are observed in the end-plated mid-splice connections demonstrating the potential of the proposed details. The detachable replaceable links are investigated by numerical analysis as well to further validate their applicability and to develop design recommendations.  相似文献   
103.
利用IGS中心提供的不同纬度的电离层TEC值,建立基于改进的集总平均经验模态分解(MEEMD)算法和Elman回归神经网络(ERNN)模型相结合的电离层TEC预报模型。实验结果表明,在低、中、高不同纬度采用本文方法预报5 d电离层TEC的预测值的均方根误差最优可达到0.96 TECu,相对精度最优达到95.4%,精度较EMD-ERNN模型及单一ERNN模型有显著提高。  相似文献   
104.
禹海涛  张正伟  李攀 《岩土力学》2020,41(7):2401-2410
对地下结构横向抗震分析中的等效反应加速度法进行综合分析。结合算例,以动力时程法为基准,全面评价了等效反应加速度法的适用性;进而深入分析其误差来源,并做针对性改进优化,通过引入动力响应调整系数β,提出了一种改进等效反应加速度法;结合算例分析,评价了改进等效反应加速度法对不同工况的适用性。结果表明:等效反应加速度法计算所得结构内力及变形均偏小;且计算精度随地层剪切波速的增大整体呈上升趋势,但几乎不受结构埋深的影响;同时,明确了等效反应加速度法的误差源自于其忽略了地下结构对其周围土体动力响应的干扰作用,改进优化后提出了改进等效反应加速度法;相比现有等效反应加速度法,改进等效反应加速度法具有更广泛的适用性及更优的计算精度,可为地下结构抗震设计和分析提供新的计算方法。  相似文献   
105.
冰川运动速度研究: 方法、 变化、 问题与展望   总被引:3,自引:2,他引:1  
管伟瑾  曹泊  潘保田 《冰川冻土》2020,42(4):1101-1114
冰川运动将积累区获得的物质输送到消融区, 维持着冰川的动态平衡。近年来, 随着气候变化, 全球大部分冰川面临着剧烈的退缩, 而冰川运动变化则较为复杂, 引起了学者们的广泛关注。文章系统总结了近年来冰川运动速度的提取方法、 冰川运动速度时空分布与变化及其影响因素的相关研究进展。另外, 还探讨了目前冰川运动速度研究中存在的问题和未来的发展趋势。结果表明: 基于测杆的方法能够获得精度较高的测量数据, 但存在时间和空间上的局限性; 基于遥感数据自动化提取的方法应用广泛, 但影像之间的配准以及海量数据的计算是当前阶段制约冰川运动速度研究的主要问题; 近年来, 无人机和地基合成孔径雷达的应用为冰川运动速度研究提供了高精度的数据支撑, 但二者在冰川运动研究中的应用还不够广泛。冰川运动速度的分布及其变化在空间上存在明显差异, 冰川厚度的变化可能是全球大部分冰川运动速度变化的主要原因, 但在单个冰川系统上, 冰川运动速度变化较为复杂, 其原因还需要进一步探讨。遥感数据的不断丰富, 云计算平台的使用, 物联网、 无人机和地基合成孔径雷达等技术的不断普及, 以及星、 空、 地协同观测的出现将会极大促进未来冰川运动速度研究的发展。此外, 冰川动力学过程也将备受关注, 成为未来冰川运动研究的热点问题。  相似文献   
106.
The problem of the dynamic responses of a semi‐infinite unsaturated poroelastic medium subjected to a moving rectangular load is investigated analytical/numerically. The dynamic governing equations are obtained with consideration of the compressibility of solid grain and pore fluid, inertial coupling, and viscous drag as well as capillary pressure in the unsaturated soil, and they can be easily degraded to the complete Biot's theory. Using the Fourier transform, the general solution for the equations is derived in the transformed domain, and then a corresponding boundary value problem is formulated. By introducing fast Fourier transform algorithm, the unsaturated soil vertical displacements, effective stresses, and pore pressures induced by moving load are computed, and some of the calculated results are compared with those for the degenerated solution of saturated soils and confirmed. The influences of the saturation, the load speed, and excitation frequency on the response of the unsaturated half‐space soil are investigated. The numerical results reveal that the effects of these parameters on the dynamic response of the unsaturated soil are significant.  相似文献   
107.
视电阻率在电磁法勘探中起重要作用,可以作为初步解释结果,多通道瞬变电磁法通过大地脉冲响应的峰值时刻定义视电阻率.鉴于传统方法计算峰值时刻视电阻率需要恢复完整大地脉冲响应,本文通过研究大地脉冲响应及其频谱特征,提出一种新的频率域比值法.利用参考谱及其与一般谱的伸缩因子计算一般谱的峰值时刻,进而得到视电阻率.该方法只需大地脉冲响应单个频点幅度谱,从而不用估计整个大地脉冲响应.实际计算时,可以用大地脉冲响应多个频点幅度谱得到平均视电阻率.模拟数据与实测数据结果表明,在一维介质中,频率域比值法可以得到合理的视电阻率.  相似文献   
108.
Inter‐basin differences in streamflow response to changes in regional hydroclimatology may reflect variations in storage characteristics that control the retention and release of water inputs. These aspects of storage could mediate a basin's sensitivity to climate change. The hypothesis that temporal trends in stream baseflow exhibit a more muted reaction to changes in precipitation and evapotranspiration for basins with greater storage was tested on the Oak Ridges Moraine (ORM) in Southern Ontario, Canada. Long‐term (>25 years) baseflow trends for 16 basins were compared to corresponding trends in precipitation amount and type and in potential evapotranspiration as well as shorter trends in groundwater levels for monitoring wells on the ORM. Inter‐basin differences in storage properties were characterized using physiographic, hydrogeologic, land use/land cover, and streamflow metrics. The latter included the slope of the basin's flow duration curve and basin dynamic storage. Most basins showed temporal increases in baseflow, consistent with limited evidence of increases and decreases in regional precipitation and snowfall: precipitation ratio, respectively, and recent increases in groundwater recharge along the crest of the ORM. Baseflow trend magnitude was uncorrelated to basin physiographic, hydrogeologic, land use/land cover, or flow duration curve characteristics. However, it was positively related to a basin's dynamic storage, particularly for basins with limited coverage of open water and wetlands. The dynamic storage approach assumes that a basin behaves as a first‐order dynamical system, and extensive open water and wetland areas in a basin may invalidate this assumption. Previous work suggested that smaller dynamic storage was linked to greater damping of temporal variations in water inputs and reduced interannual variability in streamflow regime. Storage and release of water inputs to a basin may assist in mediating baseflow response to temporal changes in regional hydroclimatology and may partly account for inter‐basin differences in that response. Such storage characteristics should be considered when forecasting the impacts of climate change on regional streamflow.  相似文献   
109.
将土体视为固-液两相介质,基于饱和土体有效应力原理,建立饱和土体-地下综合管廊结构体系相互作用动力模型:在地应力平衡的静力状态下采用Duncan-Chang非线性弹性本构模型,在地震波作用的动力状态下采用Davidenkov非线性黏弹性本构模型;考虑饱和土体黏弹性动力人工边界条件,将地震动作用转化为作用在人工边界节点上的动力荷载。模型考察不同地震波时程、地震波加速度峰值、入射角度、孔隙率以及地应力场的影响,得出如下结论:(1)地震波的卓越周期与场地卓越周期相近时引起结构上的变形最大;随着地震波加速度峰值的增大结构变形增大;随着地震波入射角度的增加结构变形增大,地震波斜入射情况下产生的行波效应使得结构变形最大。(2)土体材料的孔隙水压力是影响地震中结构变形的主要因素之一。(3)将土体材料考虑为单相介质时结构上的变形要比考虑为固-液两相介质时大得多,直接将饱和土体场地中得到的地震波等效荷载施加到单相土介质-结构动力相互作用模型上,能够得到与完全基于有效应力法一致的结果。  相似文献   
110.
文章基于文献资料分析、官方数据汇总、国产高分辨率资源卫星遥感影像信息提取以及发展趋势研判等方法,对改革开放以来山东省全海域范围内围填海造地的历史发展、现状特征、发展趋势及其对生态环境的影响进行了分析和总结,并提出相关的政策建议。研究表明:改革开放以来,山东省围填海造地累计已超过4.58万hm~2。21世纪以来围填海造地进入快速增长时期,尤其是2010年以来,全省围填海造地又掀起了一次新的热潮,其面积和速度都远远超过了历史水平。鉴于围填海造地对环境和生态的巨大影响,文章提出了加强管理、严格环境影响评价、引入生态环境补偿机制以及建立分级填海评估制度和年度监测机制等建议。  相似文献   
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