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81.
Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: The Adra town example (SE Spain) 总被引:1,自引:0,他引:1
Manuel Navarro Francisco Vidal Takahisa Enomoto Francisco J. Alcalá Antonio García‐Jerez Francisco J. Sánchez Norio Abeki 《地震工程与结构动力学》2007,36(10):1363-1383
The damage distribution in Adra town (south‐eastern Spain) during the 1993 and 1994 Adra earthquakes (5.0 magnitude), that reached a maximum intensity degree of VII (European Macroseismic Scale (EMS scale)), was concentrated mainly in the south‐east zone of the town and the most relevant damage occurred in reinforced concrete (RC) buildings with four or five storeys. In order to evaluate the influence of ground condition on RC building behaviour, geological, geomorphological and geophysical surveys were carried out, and a detailed map of ground surface structure was obtained. Short‐period microtremor observations were performed in 160 sites on a 100m × 100m dimension grid and Nakamura's method was applied in order to determine a distribution map of soil predominant periods. Shorter predominant periods (0.1–0.3 s) were found in mountainous and neighbouring zones and larger periods (greater than 0.5 s) in thicker Holocene alluvial fans. A relationship T = (0.049 ± 0.001)N, where T is the natural period of swaying motion and N is the number of storeys, has been empirically obtained by using microtremor measurements at the top of 38 RC buildings (ranging from 2 to 9 storeys). 1‐D simulation of strong motion on different soil conditions and for several typical RC buildings were computed, using the acceleration record in Adra town of the 1993 earthquake. It is noteworthy that all the aforementioned results show the influence of site effects in the degree and distribution of observed building damage. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
82.
湘中锡矿山式锑矿成矿地质条件分析 总被引:3,自引:0,他引:3
湘中锡矿山式锑矿形成于晚白垩-古新世,空间上与岩脉关系密切,各锑矿床、矿化点都伴有或附近发育有煌斑岩及中-酸性岩脉群,在锑矿成矿同期地质事件中,还有周缘一些中-新生代红色盆地的形成及基性火山岩喷发,据之,提出湘中锡矿山式锑矿成矿与燕山晚期拉张构造-岩浆活化作用有关.锑矿床(点)基本上都产出于两组或两组以上断裂的交汇点附近,3组断裂的交汇部位对应于最主要的锑矿床(点).矿体具体受断裂交汇部位附近的次级短轴背斜轴部、倾伏背斜的倾伏端及其翼部被纵向陡倾角断裂构造所切穿的部位控制,是断裂导矿与背斜构造圈闭的体现.岩性组合控矿表现为易于硅化蚀变交代的砂质碳酸盐岩与隔挡层泥质岩所构成的岩性圈闭.根据包裹体均-温度和盐度测定成果,推算成矿压力为(200~300)×105Pa,成矿深度约为1 km. 相似文献
83.
楚雄盆地中—新生界构造变形特征 总被引:4,自引:1,他引:4
根据近年笔乾研究,楚雄盆地中生代以后经历三期变形作用:早期(燕山期)主要发育于密者挤压逆冲带,显示横向置换特征,中期(喜马拉雅早期)是主变形期,西带显示由SW向NE逆冲,以叠瓦状闻和冲构造系统为其特征,晚期(喜马拉雅中晚期)发育于陡坡和深切割区,表现为重力滑动构造,这些构造期次的确定为研究该盆的发展,演化提供理论依据,亦为寻找油气资源提供靶区。 相似文献
84.
Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion 总被引:1,自引:0,他引:1
This paper presents a review of the advances in strong motion recording since the early 1930s, based mostly on the experiences in the United States. A particular emphasis is placed on the amplitude and spatial resolution of recording, which both must be ‘adequate’ to capture the nature of strong earthquake ground motion and response of structures. The first strong motion accelerographs had optical recording system, dynamic range of about 50 dB and useful life longer than 30 years. Digital strong motion accelerographs started to become available in the late 1970s. Their dynamic range has been increasing progressively, and at present is about 135 dB. Most models have had useful life shorter than 5–10 years. One benefit from a high dynamic range is early trigger and anticipated ability to compute permanent displacements. Another benefit is higher sensitivity and hence a possibility to record smaller amplitude motions (aftershocks, smaller local earthquakes and distant large earthquakes), which would augment significantly the strong motion databases. The present trend of upgrading existing and adding new stations with high dynamic range accelerographs has lead to deployment of relatively small number of new stations (the new high dynamic range digital instruments are 2–3 times more expensive than the old analog instruments or new digital instruments with dynamic range of 60 dB or less). Consequently, the spatial resolution of recording, both of ground motion and structural response, has increased only slowly during the past 20 years, by at most a factor of two. A major (and necessary) future increase in the spatial resolution of recording will require orders of magnitude larger funding, for purchase of new instruments, their maintenance, and for data retrieval, processing, management and dissemination. This will become possible only with an order of magnitude cheaper and ‘maintenance-free’ strong motion accelerographs. In view of the rapid growth of computer technology this does not seem to be (and should not be) out of our reach. 相似文献
85.
The structural behavior of synthetic gahnite (ZnAl2O4) has been investigated by X-ray powder diffraction at high pressure (0–43 GPa) and room temperature, on the ID9 beamline
at ESRF. The equation of state of gahnite has been derived using the models of Birch–Murnaghan, Vinet and Poirier–Tarantola,
and the results have been mutually compared (the elastic bulk modulus and its derivatives versus P determined by the third-order Birch–Murnaghan equation of state are K
0=201.7(±0.9) GPa, K
′
0=7.62(±0.09) and K
″
0=−0.1022 GPa−1 (implied value). The compressibilities of the tetrahedral and octahedral bond lengths [0.00188(8) and 0.00142(5) GPa−1 at P=0, respectively], and the␣polyhedral volume compressibilities of the four-␣and␣sixfold coordination sites [0.0057(2) and
0.0041(2) GPa−1 at P=0, respectively] are discussed.
Received: 15 January 2001 / Accepted: 23 April 2001 相似文献
86.
河北磁县西部北西西向南山村-岔口活动断裂为北西西向磁县活动断裂西段,全长35km,又可再分为东西两段。全新世时期该断裂有多次活动,活动方式以具左旋性质的正倾滑为主。1830年磁县7.5级地震时,南山村-岔口断裂带出现新的地表破裂,地表垂直位移多处为2~4m,最大约7m。据目前资料,该断裂带最新两次地震事件的时间间隔约为3500a。最近获取的位于磁县最高峰老爷山庙宇碑文资料,补充说明了邻近岔口活动断裂带的古建筑物在1830年地震中的严重破坏。 相似文献
87.
宁夏西吉地区滑坡灾害地貌的成因分析 总被引:7,自引:0,他引:7
宁夏西吉地区滑坡灾害地貌是海原地震区最严重的地形变特征。本文在分析区域滑坡呈 或团块状密集独特分布及其严重灾害特征的基础上,进一步探讨了它的成因机制。表明滑坡地形奕的分布规律不仅受地震烈度的影响,而且还受诸如黄土的自然特征,地质构造,地貌结构和区域新构造运行等自然环境的控制. 相似文献
88.
羊石坑汞矿是80年代后期勘探的大型汞矿床,矿床位于川黔汞矿带北部,矿体以细脉、网脉浸染状为主。包裹体地球化学研究表明,成矿温度120~250℃,成矿流体盐度为10.6%(NaCl),流体沸腾发生在250℃左右,包裹体圈闭的最小压力为40×10~5Pa,成矿深度约为400m。结合成矿构造环境、构造演化、探讨了构造改造成矿机制和规律。 相似文献
89.
90.
本文对控制岩体活动的地质因素—岩性、岩体结构、结构面、地应力和水文地质条件等进行了分析。岩性、岩体结构是产生岩体活动的内因。本文将岩体结构划分为六种类型,即整体结构、块状结构、层状结构、碎裂结构、镶嵌结构和散体结构。并对控制岩体稳定性的结构面进行了研究和分类,指出不同结构面对岩体活动的具体影响。通过各种控制岩体活动的地质因素分析,掌握岩体活动规律,对予防灾害性岩体活动,防患于未然有实际意义。 相似文献