试论中西古典地理学思想渊源   总被引：3，自引：0，他引：3  

鞠继武 《地理研究》1992,11(1):5-14

地理环境、生产活动及哲学思想,是我国先秦时期和古希腊时期的古典地理学思想发轫的主要渊源。由于先秦和古希腊在地理环境,生产活动及哲学思想上的差异,因而双方古典地理学的发展,异多于同,各具特色。  相似文献   

民房震害预测专家评定统计模型的探讨     

徐祥文  黄崇福 《地震研究》1993,16(2):187-192

本文针对专家评定意见有一定伸缩性的特点,将专家意见表示为评定论域上的模糊子集,利用可能性相加原理,对专家意见进行了统计分析,得出综合性的意见。结果表明,利用伸缩性提供的丰富信息,可以较好地总结专家意见。基于几种模型的仿真可靠性分析结果,本文推荐可靠性最高的模型作为城市平房震害预测统计手段。  相似文献   

山西侯马—河津一带西汉初期的强烈地震   总被引：1，自引：0，他引：1  

陈国顺  黄振昌 《中国地震》1993,9(3):276-285

1989年至1987年间,在国家地震局招标合同项目《全新世古地震的研究方法和确定标志》工作中,笔者在山西省侯马至河津一带,发现了大规模地震断层和许多古地震遗迹。本文就是在此基础上,对黄土中的古地震遗迹进行了总结,分析研究了古地震的分布和特征,讨论了侯马至河津一带西汉初期强震的规模和震中。  相似文献   

Upper Holocene sea-level changes: Paleogeographic evolution and its impact on coastal archaeological sites and monuments     

N. D. Mourtzas  P. G. Marinos 《Environmental Geology》1994,23(1):1-13

The paper presents the evolution of the geographic environment imposed by sea-level changes in selected sites of the Aegean Sea region during the Upper Holocene. The changes are due, mainly, to paroxysmic phases of the actual neotectonic evolution and to differential—in time and space—block movements, and emerged or submerged coasts. The reconstitution of these coasts is presented and, in some cases, natural harbor morphology is revealed. The use and evolution of these sites is discussed. Other sites concern coastal or inland ancient settlements or constructions affected by submersion by the sea, by the rise of the groundwater table, or by uplift movements. A general discussion on engineering measures to be applied for protection of the antiquities affected by these geographic changes closes the presentation.  相似文献   

胜利油区孤岛油田馆上段沉积模式研究   总被引：32，自引：5，他引：32  

李双应  李忠  王忠诚  刘建民  吴朝东  李翔 《沉积学报》2001,19(3):386-393

根据结构单元、岩石粒度分析、河流形态参数等特征,对比Miall的 16种河流分类方案,胜利油区孤岛油田馆上段属于细粒曲流河沉积。其中洪泛平原细粒 (FF)、决口扇 (CS)和侧向加积砂坝 (LA)结构单元发育,其次是天然堤(LV)和决口水道 (CR)结构单元。河流曲率P大于 2.2,河道宽度 10 0～ 30 0m,河流曲率波长 10 0 0～ 1770m。河流可能临近河口湾,海平面的波动影响着砂体的发育。  相似文献   

关于下蜀组沉积初期自然环境面貌的初步推断     

曹克清 《上海国土资源》1989,(4)

下蜀组在长江下游分布很广,与农副业生产关系密切,是许多大型工程建筑的地基持力层。虽然几十年来许多地层古生物学工作者做了大量的研究,使之成为晚新生界的典型层位,但对其成因和代表的环境等尚存在分歧看法。本文讨论一例五十年代可能发现于下蜀组底部的、近年来生境研究得十分清楚的生物化石,认为下蜀组沉积初期的环境可能是温湿、低平、多水域的,沉积成因类型可能是水成的。在生物证据不多的情况下,哪怕增加一点点说明问题的生物线索都显得异常珍贵,因为往往生物反映的环境面貌比较地全面和具体。  相似文献   

Influence of local geological conditions on the macroseismic effects in the town of Strazhitza     

D. Michailov  R. Glavcheva  S. Dineva  S. Elenkov  B. Konstantinov 《Natural Hazards》1990,3(2):153-160

Damage caused by the earthquake of 7 December 1986 (M = 5.7) and its aftershocks in low-storey residential buildings in the town of Strazhitza, Bulgaria, situated in the epicentral zone are systematized. A scale of damages is compiled for two types of buildings which is coordinated with the MSK-64 scale. The territorial distribution of the seismic intensity is compared with the results of the detailed engineering-geological study. A correlation between the Quarternary deposit thickness and the observed seismic intensity is obtained.Paper presented at the 21st general assembly of the European Seismological Commission held in Sofia, 1988.  相似文献   

矩形高层建筑扭转动力风荷载解析模型   总被引：4，自引：0，他引：4  

梁枢果  刘胜春  张亮亮  王奇志  罗永宁  付晓丽 《地震工程与工程振动》2003,23(3):74-80

本文通过研究不同长宽比、高宽比的矩形棱柱体在边界层风洞中典型攻角下的扭矩，提出了矩形高层建筑扭矩功率谱密度、均方根扭矩系数和Strouhal数的经验公式，并对相干函数作了一定的探讨，建立了完整的扭转动力风荷载解析模型。该模型和试验结果吻合较好，证明它是合理有效的，可在此基础上建立高层建筑扭转动力响应频域计算方法。  相似文献   

两结构高效阻尼控制体系试验研究   总被引：2，自引：0，他引：2  

闫维明  陆赢祺  彭凌云 《地震工程与工程振动》2003,23(3):160-169

本文通过模拟地震动振动台试验，研究了两个相邻结构模型的地震响应，结构模型采用一种高效阻尼装置(High Efficient Damper for Multi—Structure System即HEDMS)连接。非线性时程分析与振动台试验结果都证明了该阻尼装置能高效发挥软钢阻尼器的耗能能力，从而显著减轻两结构模型的地震响应。同时，研究还指出了进行阻尼装置设计时应该注意的一些问题。  相似文献   

Evaluation of predictors of non‐linear seismic demands using ‘fishbone’ models of SMRF buildings     

Nicolas Luco  Yasuhiro Mori  Yosuke Funahashi  C. Allin Cornell  Masayoshi Nakashima 《地震工程与结构动力学》2003,32(14):2267-2288

Predictors (or estimates) of seismic structural demands that are less computationally time‐consuming than non‐linear dynamic analysis can be useful for structural performance assessment and for design. In this paper, we evaluate the bias and precision of predictors that make use of, at most, (i) elastic modal vibration properties of the given structure, (ii) the results of a non‐linear static pushover analysis of the structure, and (iii) elastic and inelastic single‐degree‐of‐freedom time‐history analyses for the specified ground motion record. The main predictor of interest is an extension of first‐mode elastic spectral acceleration that additionally takes into account both the second‐mode contribution to (elastic) structural response and the effects of inelasticity. This predictor is evaluated with respect to non‐linear dynamic analysis results for ‘fishbone’ models of steel moment‐resisting frame (SMRF) buildings. The relatively small number of degrees of freedom for each fishbone model allows us to consider several short‐to‐long period buildings and numerous near‐ and far‐field earthquake ground motions of interest in both Japan and the U.S. Before doing so, though, we verify that estimates of the bias and precision of the predictor obtained using fishbone models are effectively equivalent to those based on typical ‘full‐frame’ models of the same buildings. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献