全文获取类型
收费全文 | 125篇 |
免费 | 21篇 |
国内免费 | 2篇 |
专业分类
测绘学 | 1篇 |
地球物理 | 87篇 |
地质学 | 11篇 |
综合类 | 1篇 |
自然地理 | 48篇 |
出版年
2023年 | 1篇 |
2022年 | 3篇 |
2020年 | 4篇 |
2019年 | 3篇 |
2017年 | 5篇 |
2015年 | 5篇 |
2014年 | 2篇 |
2013年 | 7篇 |
2012年 | 9篇 |
2011年 | 5篇 |
2009年 | 4篇 |
2008年 | 5篇 |
2007年 | 8篇 |
2006年 | 9篇 |
2005年 | 14篇 |
2004年 | 8篇 |
2003年 | 7篇 |
2002年 | 3篇 |
2001年 | 8篇 |
2000年 | 2篇 |
1999年 | 4篇 |
1998年 | 2篇 |
1997年 | 2篇 |
1996年 | 6篇 |
1995年 | 1篇 |
1994年 | 3篇 |
1993年 | 1篇 |
1992年 | 3篇 |
1991年 | 4篇 |
1990年 | 2篇 |
1989年 | 1篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1986年 | 2篇 |
1985年 | 1篇 |
1984年 | 1篇 |
1981年 | 1篇 |
排序方式: 共有148条查询结果,搜索用时 15 毫秒
31.
32.
This paper introduces and evaluates a methodology for the aftershock seismic assessment of buildings taking explicitly into account residual drift demands after the mainshock (i.e., postmainshock residual interstory drifts, RIDRo). The methodology is applied to a testbed four‐story steel moment‐resisting building designed with modern seismic design provisions when subjected to a set of near‐fault mainshock–aftershock seismic sequences that induce five levels of RIDRo. Once the postmainshock residual drift is induced to the building model, a postmainshock incremental dynamic analysis is performed under each aftershock to obtain its collapse capacity and its capacity associated to demolition (i.e., the capacity to reach or exceed a 2% residual drift). The effect of additional sources of stiffness and strength (i.e., interior gravity frames and slab contribution) and the polarity of the aftershocks are examined in this study. Results of this investigation show that the collapse potential under aftershocks strongly depends on the modeling approach (i.e., the aftershock collapse potential is modified when additional sources of lateral stiffness and strength are included in the analytical model). Furthermore, it is demonstrated that the aftershock capacity associated to demolition (i.e., the aftershock collapse capacity associated to a residual interstory drift that leads to an imminent demolition) is lower than that of the aftershock collapse capacity, which mean that this parameter should be a better measure of the building residual capacity against aftershocks. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
33.
34.
2013年7月22日岷县、漳县MS6.6地震发生后,我们立刻在极震区架设三台K2强震动记录仪器,以了解地震对黄土覆盖山地的影响.截至8月11日共获取地震记录172个(516条),ML≥3.0的地震48个,最大震级ML4.4,最大加速度值65.9 gal.我们从永星台阵的强余震观测资料中,选取震级较大的余震记录进行分析,经过初步处理,分别读取各个台站的地表最大加速度值,由于观测地区的黄土覆盖层较薄,土质松软,永星村台、永星小学台这两个台的加速度记录,不能与大竜村台的记录直接比较,我们将观测记录进行傅里叶分析,统计其优势频率,展示部分典型记录的傅里叶谱发现,黄土对高频成分的吸收作用不可忽视,最大加速度值随震中距的增大而衰减迅速.在近场情况下,地表最大加速度对震中距十分敏感,所以无法直接对比不同地形对于地表加速度的影响,分析结果表明:大竜村台优势频率为5.2 Hz;永星村台优势频率为4.1 Hz;永星小学台优势频率为5.3 Hz,注意到位于山脚下的大竜村测点为基岩,加速度记录的优势频率自然较高,而位于山顶的永星村是黄土地基,但是此地的加速度记录的优势频率明显高于山腰记录,几乎与基岩台基的优势频率相当.宏观调查也表明:低频率、高烈度对于房屋的破坏力更大.ML3.8地震观测表明,地表加速度值随震中距的增大而迅速衰减,距离最近的大竜村台(基岩台址)获取的加速度记录北南向最大,另外两个分向的加速度记录也大于较远的两个流动台的记录.基岩台北南向比垂直向要大,和这次地震的震源机制(逆冲兼走滑)相关.地形影响依然存在,本次观测台阵中,位于山顶的永星村观测记录的傅里叶谱,明显高于山腰的记录,地表最大加速度值也稍高于山腰观测,由于地形相差不够大,规律性也不太明显.本次观测结果和以往在孤立山峰的观测情况略有不同,一是记录地震的震级偏小,而观测距离又偏近,震中距的影响可能超过地形因素的影响程度,所以其原因更加复杂,有待进一步研究. 相似文献
35.
36.
J. R. Bowman 《Australian Journal of Earth Sciences》2013,60(5):651-669
Three large earthquakes with surface‐wave magnitudes 6.3–6.7 on 22 January 1988 were associated with 32 km of surface faulting on two main scarps 30 km southwest of Tennant Creek in the Northern Territory. These events provide an excellent opportunity to study the mechanics of midplate earthquakes because of the abundance of geological and geophysical data in the area, the proximity of the Warramunga seismic array and the ease of access to the fault zone. The 1988 earthquakes were located in the North Australian Craton in an area that had no history of moderate or large earthquakes before 1986. Additionally, no smaller earthquakes from the fault zone were identified at the Warramunga array, which is situated only 30 km from the nearest scarp, between the 1965 installation of the array and 1986. The main shocks were preceded by a swarm of moderatesized (magnitude 4–5) earthquakes in January 1987 and many smaller aftershocks throughout 1987. Careful relocation of all teleseismically recorded earthquakes from the fault zone shows that the 1987 activity was concentrated in an area only 6 km across in the gap between the two main fault scarps. The main shocks also nucleated in the centre of the fault zone near the 1987 activity. Field observations of scarp morphology indicate that the scarp is divided into three segments, each showing primarily reverse faulting. However, whereas the western and eastern segments show movement of the southern block over the northern, the central scarp segment shows the opposite, with the northern block thrust over the southern block. Analysis of the first arrival times at Warramunga suggests that the three main shocks were associated with the western, central and eastern scarp segments, respectively. The locations of aftershocks determined using data from temporary seismograph arrays in the epicentral area define three inclined zones of activity that are interpreted as fault planes. In the western and eastern portions of the aftershock zone, these concentrations of activity dip to the south at 45° and 35°, respectively, but in the central section the aftershock zone dips to the north at 55°. Focal mechanisms derived from modelling broadband teleseismic data show thrust and oblique thrust faulting for the three main shocks. The first event ruptured unilaterally up and to the northwest on the westernmost fault segment, while the third main shock ruptured horizontally to the southeast. Modelling of repeat levelling data from the epicentral area requires at least three distinct fault planes, with the eastern and western planes dipping to the south and the central plane dipping to the north. The combination of scarp morphology, aftershock distribution and elevation data makes a strong case for rupture of fault planes in conjugate orientation during the 22 January 1988 Tennant Creek earthquakes. More than 20000 aftershocks have been recorded at Warramunga and activity continues to the present‐day with occasional shocks felt in the town of Tennant Creek and some recent off‐fault aftershocks located directly under the Warramunga seismic array. Stratigraphic relationships exposed in trenches excavated across the scarps suggest that during the Quaternary, a large earthquake ruptured the surface along one segment of the 1988 scarps. 相似文献
37.
Focal depths for moderate-sized aftershocks of the Wenchuan M_S8.0 earthquake and their implications
《中国科学D辑(英文版)》2008,(12)
Sliding-window cross-correlation method is firstly adopted to identify sPn phase, and to constrain focal depth from regional seismograms, by measuring the time separation between sPn and Pn phases. We present the focal depths of the 17 moderate-sized aftershocks (MS≥5.0) of the Wenchuan MS8.0 earth-quake, using the data recorded by the regional seismic broadband networks of Shaanxi, Qinghai, Gansu, Yunnan and Sichuan. Our results show focal depths of aftershocks range from 8 to 20 km, and tend to cluster at two average depths, separate at 32.5°N, i.e., 11 km to the south and 17 km to the north, indicating that these aftershocks are origin of upper-to-middle crust. Combined with other results, we suggest that the Longmenshan fault is not a through-going crustal fault and the Pingwu-Qingchuan fault may be not the northward extension of the Longmenshan thrust fault. 相似文献
38.
39.
40.