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101.
本文采用工程抗震理论,结合场地实际状况,论述了某电力扩建场地的区域构造条件和区域地震环境,确定了场地的地震动参数,并采用概率地震危险性分析法对扩建场地进行地震危险性分析,从而为该工程建设提供合理的设计依据. 相似文献
102.
A shakemap system providing rapid estimates of strong ground shaking could be useful for emergency response providers in a
damaging earthquake. A hybrid procedure, which combines site-dependent ground motion prediction models and the limited observations
of the Real-Time Digital stream output system (RTD system operated by Central Weather Bureau, CWB), was set up to provide
a high-resolution shakemap in a near-real-time manner after damaging earthquakes in Taiwan. One of the main factors that affect
the result of ground motion prediction analysis is the existence of site effects. The purpose of this paper is to investigate
the local site effects and their influence in the ground shaking and then establish an early estimation procedure of potential
hazard for damaging earthquakes. Based on the attenuation law, the site effects of each TSMIP station are discussed in terms
of a bias function that is site and intensity-level dependent function. The standard deviation of the site-dependent ground
motion prediction model can be significantly reduced. The nonlinear behavior of ground soil is automatically taken into account
in the intensity-level dependent bias function. Both the PGA and the spectral acceleration are studied in this study. Based
on the RTD data, event correctors are calculated and applied to precisely estimate the shakemap of damaging earthquakes for
emergency response. 相似文献
103.
用H/V谱比法计算云南区域数字地震台站的场地响应 总被引:1,自引:0,他引:1
用H/V谱比法,计算给出了云南区域数字地震台网23个子台S波随频率变化的台站场地响应特征。结果表明:在1~10Hz频段内,23个子台S波的场地响应相对较平坦,在1.41~2.91之间变化,平均2.08;在大于10Hz的高频段,部分台站的场地响应有较明显的放大。 相似文献
104.
安徽地区地震波衰减、场地响应及震源新参数的测定 总被引:5,自引:2,他引:5
根据安徽数字地震台网7个地震台的143条波形资料,研究了安徽地区的衰减模型和各台站的场地响应。采用三段几何衰减模型拟合,得到了安徽及邻近地区的几何衰减函数,得到安徽地区非弹性衰减Q值随频率f的关系为Q(f)=235.3×f0.616;7个台站的场地响应均无明显的放大效应,这与它们均处于岩石地基相符;并在本地区地震预测研究中尝试使用新参数,进行了初步的应用。 相似文献
105.
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
106.
107.
Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions 总被引:2,自引:1,他引:2
In displacement-based seismic design, inelastic displacement ratio spectra (IDRS) are particularly useful for estimating the maximum lateral inelastic displacement demand of a nonlinear SDOF system from the maximum elastic displacement demand of its counterpart linear elastic SDOF system. In this study, the characteristics of IDRS for near-fault pulse-type ground motions are investigated based on a great number of earthquake ground motions. The in? uence of site conditions, ratio of peak ground velocity (PGV) to peak ground acceleration (PGA), the PGV, and the maximum incremental velocity (MIV) on IDRS are also evaluated. The results indicate that the effect of near-fault ground motions on IDRS are signifi cant only at periods between 0.2 s - 1.5 s, where the amplifi cation can approach 20%. The PGV/PGA ratio has the most signifi cant in? uence on IDRS among the parameters considered. It is also found that site conditions only slightly affect the IDRS. 相似文献
108.
Antoine Mocquet 《Journal of Seismology》2007,11(4):381-403
The October 21, 1766 earthquake is the most widely felt event in the seismic history of Trinidad and Venezuela. Previous works
diverged on the interpretation of the historical data available for this event. They associated the earthquake either with
the Lesser Antilles subduction zone, with strike-slip motion along El Pilar fault, or with intraplate deformation at the edge
of Guyana shield. Isoseismal areas are proposed after a new search and analysis of primary and secondary sources of historical
information. Two of the largest earthquakes of the twentieth century which occurred in the region, the 1968 (M
S 6.4, h = 103 km), and the 1997 (M
W 6.9, h = 25 km) events, for which both intensity data and instrumentally determined source parameters are available, are used to
calibrate the isoseismal areas and to interpret them in terms of source depth and magnitude. It is concluded that the large
extent of intensity values higher than V is diagnostic of the depth (85 ± 20 km) of the 1766 source, and of local amplifications
of ground motion due to soft soil conditions and to strong contrasts of impedance at the edge of Guyana shield. It is proposed
that the event occurred either in slab, or close to the bottom lithospheric interface between the Caribbean and South American
plates (∼11°N; ∼62.5°W). The value of the magnitude is estimated at 6.5 < M
S < 7.5 depending on the source depth and on the decay of ground motion as a function of distance. Deep and intermediate depth
earthquakes can induce important casualties in Trinidad, Venezuela, and Guyana, possibly more damaging than those induced
by shallower earthquakes along the strike of El Pilar Fault. 相似文献
109.
110.
Complex site effects and building codes: Making the leap 总被引:1,自引:0,他引:1
The engineering community is aware of the importance of site effects, but it lags behind seismological studies when it comes to incorporating site effect considerations in design spectra for seismic norms. This lag is reflected in the conspicuous fact that current building codes make allowance for 1D site effects but ignore complex site effects. The purpose of this paper is to explore a way for including complex site effects in a building code environment. We take as example Eurocode 8, which is a modern code that exemplifies the current approach to site effect consideration. We examine the restrictions that we have imposed to make the problem of a feasible size and discuss the approach we have taken. We propose a strategy to incorporate a class of complex site effects in a design elastic spectrum. 相似文献