共查询到19条相似文献，搜索用时 127 毫秒
1.
基于ABAQUS显式有限元并行计算平台,采用大尺度二维精细化有限元非线性分析方法,研究泉州盆地地震效应特征.结果表明:(1)与基岩输入地震动相比,地表峰值加速度总体呈放大效应,且盆地不同位置的放大效应存在明显差异;(2)地表或基岩剧烈起伏及土层横向分布极不均匀处,地震动易产生局部聚集效应,相应地表地震动呈显著放大或缩小效应;地表加速度反应谱产生双峰甚至多峰现象.(3)在土层竖向、横向分布不均匀处,峰值加速度沿深度方向呈非单调递减,加速度反应谱沿深度存在较大差异.场地地震效应的二维非线性分析法能在一定程度上反映特殊场地条件对地震动效应的影响,该结果可为泉州盆地及类似盆地的场地设计地震动参数的确定提供参考依据. 相似文献
2.
《世界地震工程》2014,(4)
随机数是人工合成基岩地震动输入的必备参数,对地表地震动参数有一定影响。以某实际化工工程场地剖面及其基岩加速度反应谱为基础,调整随机数,人工合成不同的基岩加速度时程,以此为输入,计算场地地表地震动参数,并对比不同随机数下地表加速度反应。对比结果表明,相同的场地和基岩反应谱输入,不同随机数对应得到的地表反应谱高频部分(0.2s)影响显著,而对地表反应谱周期部分(0.2s)影响不大,其中峰值加速度差别最为显著,输入地震动强度越大差别越大,大震输入下可达到60gal,有可能影响烈度判断结果。基岩人造地震动随机数主要影响峰值加速度和地表反应谱高频部分,基本不影响反应谱长周期部分。 相似文献
3.
局部场地条件对地震动特性影响显著，深厚的软弱覆盖层引起的地震动场地效应会显著放大中长周期反应谱。采用谱比法，对2020年7月12日唐山古冶5.1级地震中获得的部分强震动记录进行统计，发现在本次地震中北京城区的地震动场地效应显著，深厚覆盖层明显放大了加速度反应谱，在T=1.2 s左右反应谱放大倍数可达4.0，说明北京地区的场地和盆地效应使得远场地震动的中长周期成分显著放大。此外，发现参考基岩场地记录是否与土层场地处遭受的基岩地震动一致，仍然是制约统计结果可靠性的关键因素。 相似文献
4.
地下水位对黄土土层地震动影响初探 总被引：1，自引：0，他引：1
场地条件对地震地面运动的影响很大,而对于黄土地区地震地面运动规律又有其自身的特性。鉴于兰州市区地下水位的不断上升,本文选取典型黄河南岸Ⅱ级阶地黄土场地,假设水位逐次提高1m,通过土层地震反应分析计算,分析地下水位上升对地表峰值加速度及反应谱的影响。结果表明:随着地下水位的不断上升,地表峰值加速度及土层地震动放大作用都有减小趋势,地下水的上升一定程度上对地表加速度峰值具有减震作用;但场地的特征周期却有增大趋势,平台范围越来越宽,反应谱双峰现象越来越显著,尤其当水位上升较多(文中11m),在罕遇地震动作用下对所有结构物加震显著,在常遇地震动和设计地震动作用下对自振周期0.7～1.3s结构物加震明显,应引起重视。 相似文献
5.
为分析地下水的存在对地震动参数的影响,以3个实际场地作为计算土层,2条真实的地震波记录作为输入地震动,分别计算不含地下水工况和饱含地下水工况的土层地震反应。其中,不含地下水工况使用单相介质模型,饱含地下水工况使用双相介质模型,算法均使用有限差分方法,人工边界使用透射边界。根据得到的加速度时程,提取它们的峰值加速度和反应谱数据,经过对比分析,得出以下结论:(1)含地下水场地的地表峰值加速度要明显小于不含地下水场地的地表峰值加速度;(2)含地下水场地的地表加速度反应谱要大于不含地下水场地的反应谱值;(3)由于地下水的存在,场地放大系数反应谱特征周期向长周期改变,反应谱平台值变大。 相似文献
6.
针对一典型砂土场地基于等效线性分析方法,研究了土层对输入近断层地震动脉冲特性的影响。选取两组近断层脉冲和非脉冲地震动对地表加速度反应谱放大系数进行了对比研究。结果表明：基岩非脉冲地震动经过土层的高频滤波作用传至地表后有转换成脉冲地震动的可能;基岩脉冲地震动经土层传播至地表后仍具有脉冲特性,部分含有潜在第二脉冲的地震动由于共振作用会产生附加脉冲。与非脉冲地震动相比,脉冲地震动会引起土层较强的非线性响应,导致加速度反应谱放大系数随基岩加速度值的增大衰减较快;而对于长周期加速度反应谱（3 s）,脉冲地震动引起的放大系数在基岩加速度大于0.1 g时远大于非脉冲地震动引起的放大系数。最后通过回归分析得到场地放大系数方程,建立了一种考虑近断层脉冲特性及土层非线性相互影响的场地概率地震危险性分析方法。 相似文献
7.
针对一典型砂土场地基于等效线性分析方法,研究了土层对输入近断层地震动脉冲特性的影响。选取两组近断层脉冲和非脉冲地震动对地表加速度反应谱放大系数进行了对比研究。结果表明：基岩非脉冲地震动经过土层的高频滤波作用传至地表后有转换成脉冲地震动的可能;基岩脉冲地震动经土层传播至地表后仍具有脉冲特性,部分含有潜在第二脉冲的地震动由于共振作用会产生附加脉冲。与非脉冲地震动相比,脉冲地震动会引起土层较强的非线性响应,导致加速度反应谱放大系数随基岩加速度值的增大衰减较快;而对于长周期加速度反应谱（3 s）,脉冲地震动引起的放大系数在基岩加速度大于0.1 g时远大于非脉冲地震动引起的放大系数。最后通过回归分析得到场地放大系数方程,建立了一种考虑近断层脉冲特性及土层非线性相互影响的场地概率地震危险性分析方法。 相似文献
8.
9.
当前，合理确定地震动峰值加速度与反应谱特征周期是工程场地地震动参数确定工作的主要内容。本文以北京地区典型中硬场地为研究对象，分析场地条件对不同周期地震动反应谱值的影响。首先，计算不同震级、震中距条件下的基岩地震动加速度反应谱，合成基岩输入地震动时程；再利用110个工程场地的钻孔资料进行土层地震反应计算，分析中硬场地条件对不同输入环境下的地震动加速度反应谱值的放大效应。结果表明，中硬场地对高、中频震动放大效应明显，尤其是对0.2-0.5s周期段地震动加速度反应谱值的放大倍数大多在1.3以上；场地覆盖层厚度变化对不同频段地震动加速度反应谱值的放大倍数所产生的影响是不同的，与场地自振周期的相关性很强；在不同的地震动输入环境下，中硬场地对不同频段地震动加速度反应谱的影响是不同的，这一结论对实际的抗震设防工作具有一定参考价值。 相似文献
10.
为了研究强地震作用下,场地类别对于地震动幅频特性的影响,本文统计了3 579条日本地震动的时程,并针对场地类别的不同,分别从基岩和土层的峰值加速度幅值特性角度,以及从标准化反应谱和平均加速度反应谱等频谱特性的角度研究其幅频衰减特性,最后给出了各类场地峰值加速度衰减曲线。结果表明,土层对于地震动幅值和频谱的放大作用会随着场地类别的变软而增加,并且场地越软,远场的长周期特性越明显。利用平均加速度反应谱可以有效地反映频谱中的长周期成分。 相似文献
11.
Site response in the Qionghai Basin in the Wenchuan earthquake 总被引：2，自引：1，他引：1
Amplification effects of soil site response can significantly impact ground motions, and must be considered in the seismic fortification of buildings/structures to prevent or mitigate this potential seismic hazard. Utilizing acceleration time histories from the main shock of the Wenchuan earthquake recorded at four stations (i.e., one on bedrock and three on soil) in the Qionghai Basin, the site responses from three soil sites are studied by using the traditional spectral ratio method. The bedrock site is selected as a reference site. This study found that peak ground accelerations (PGAs) on the soil sites are much larger than on bedrock, with EW, NS and UD components of 3.96–6.58, 6.27–10.98, and 3.17–6.66 times those of the bedrock site, respectively. The amplification effects of the soil sites on ground motions in the frequency range of 0.1 Hz to 10 Hz are significant, depending on the thickness of the soil layer and the frequency content of the site. A significant amplification occurs with high frequency components of ground motion at shallow soil sites, and low and high frequency components of ground motion at intermediate soil sites. 相似文献
12.
随着强震台网的密布及观测记录的增加,为研究各类局部场地地震反应预测模型的合理性提供了有效的参考依据,也使利用强震记录及场地条件研究地震动特征成为可能。选取场地地质参数资料和地震记录数据齐全的日本小田原（Ashigara Valley）盲测试验场地,通过对比不同地震动输入方式及场地反应分析模型,研究地震动特征,分析现有模型的优劣。基于1990年8月5日M5.1强震事件的地表基岩记录和地下基岩地震记录,采用地下台强震记录直接输入、地表基岩台强震记录减半为基底地震动输入、地表基岩台强震记录反演为基底地震动输入作为3种基岩地震动输入。基于局部场地条件分别建立一维等效线性模型、二维黏弹性模型及二维时域等效线性化模型等工程中常用的场地数值分析模型,进行局部场地地震反应分析,预测该盲测场地的地表地震动特征,并与对应的实测强震记录结果进行对比,分析不同基岩地震动输入方式对预测地震动特征及地表土层反应谱特征的影响,重点分析地震动输入、土体非线性、场地横向不均匀性及几何与非线性特征共同作用等因素对地表地震动特征的影响,以期为地表地震动的合理预测提供参考。 相似文献
13.
以天津滨海某厚层淤泥场地为例,分别采用等效线性化法（LSSRLI-1）和新一代土层地震反应分析SOILQUAKE软件方法在场地危险性计算确定的不同设防水准地震动输入条件下进行了建模土层地震反应计算。计算结果表明：（1）对厚层淤泥软弱场地,与新版区划图结果相比等效线性化法可能会低估场地地震作用,甚至是低估场地设防烈度;（2） SOILQUAKE软件方法在软弱场地设计地震动参数确定时仍能体现一定的放大作用,尤其是强地震动作用下,克服了等效线性化方法在软弱场地计算时出现的设计谱明显矮、宽现象,与当前认识相一致,为软弱场地重大工程设防参数确定提供了参考;（3） SOILQUAKE软件方法在软弱场地设计地震动参数确定较新版区划图结果设防标准有大幅度提高,考虑到相关抗震设防规范的协调性,还需进一步对其他类型软弱场地进行大量强震记录输入计算检验,以便更好的工程应用。 相似文献
14.
Xiaowu Pu Lanming Wang Ping Wang Xiufeng Tian Shiyang Xu Shaofeng Chai Haitao Guo 《地震研究进展（英文）》2022,2(3):100114
A series of housing collapses and other serious damage was caused by the 2008 Wenchuan MS 8.0 earthquake in the seismic intensity Ⅵ areas of the Loess Plateau, which is hundreds of kilometers away from the epicenter, and which showed a remarkable seismic intensity anomaly. The seismic disasters are closely related to the seismic response characteristics of the site, therefore, the systematic study of the far-field seismic response law of the Wenchuan earthquake in the Loess Plateau is of great significance to prevent the far-field disaster of great earthquake. In this paper, the seismic acceleration records of several bedrock stations and loess stations from the seismogenic fault of the Wenchuan earthquake to the Loess Plateau were collected, and the attenuation law of ground motion along the propagation path and the characteristics of seismic response on the loess site are studied, and the mechanism of amplification effect of ground motion is analyzed based on the dynamic feature parameters of the loess site obtained through the HVSR method. Taking a typical loess site of thick deposit as the prototype, a series of shaking table tests of dynamic response of loess site models with different thicknesses were carried out. Amplification effect, spectral characteristics of acceleration in model sites were analyzed under the action of a far-field seismic wave of the Wenchuan earthquake. The results show that seismic attenuation on the propagation path along the NE strike of the seismogenic fault to the Loess Plateau is slower than that in other directions, and the predominant period range of ground motion on bedrock site of the Loess Plateau presents broadband characteristics. Because the natural periods of loess sites with thick deposits are within the predominant period range of bedrock input wave, loess sites appear significant amplification effect of ground motion, the horizontal acceleration of ground motion exceeds 0.1 ?g, the seismic intensity reaches 7°. The thicker the loess deposit is, the more significant the change of spectral characteristics of ground motion on loess sites, and the narrower the predominant period range of ground motion becomes, and the closer it is to the natural period of loess sites. Therefore, for some old houses on thick loess sites, the poor seismic performance and strong seismic response eventually led to their collapses and damages because their natural periods are very close to the predominant period of ground motion of the Wenchuan earthquake on thick loess sites; For these damaged high-rise buildings, the resonance effect might be the main reason for their damages because their natural periods are included in the predominant period range of ground motion of the Wenchuan earthquake on thick loess sites.These research results would provide a basis for seismic disasters prediction and evaluation and seismic design of construction engineering in the Loess Plateau. 相似文献
15.
渤海海域软土层土对场地设计地震动参数取值具有显著影响。选取渤海中部钻孔剖面作为计算场地模型基础,分别构建软土和硬土场地模型,并通过改变软土层厚度,构造新的场地模型。采用等效线性化方法（EL法）和非线性计算方法（NL法）分别对场地模型进行地震反应分析,分析了海底软土层土对地震动参数的影响。研究结果表明:海底软土层土对地震动峰值加速度的影响显著,随着地震动输入增加,软土层放大效应减弱,减震作用逐渐增强;EL法中,软土层土对基岩反应谱的高频部分具有明显滤波作用,而NL法中,滤波作用较弱,海底面反应谱随地震动输入的增大先放大后减小;软土层土会降低设计地震动地震最大影响系数,增大特征周期。对于海域工程,特别是深基础工程抗震设计地震动参数的确定,从保守角度考虑,建立场地模型时建议删除软土层。 相似文献
16.
17.
ＩｎｔｒｏｄｕｃｔｉｏｎＩｎｔｈｅｒｏｕｔｉｎｅｐｒｏｂａｂｉｌｉｔｙ－ｃｏｎｓｉｓｔｅｎｔｍｅｔｈｏｄｏｆｓｅｉｓｍｉｃｓａｆｅｔｙｅｖａｌｕａｔｉｏｎ,ｔｈｅｗｏｒｋｄｅｔｅｒｍｉｎｉｎｇｄｅｓｉｇｎｇｒｏｕｎｄｍｏｔｉｏｎｏｆｓｉｔｅｃａｎｂ... 相似文献
18.
ZHOU Zheng-hua LI Yu-ping ZHOU You LI Xiao-jun CHEN Liu SU Jie DONG Qing WANG Ya-fei 《地震地质》2019,41(5):1254-1265
Studies on the effect of near-surface overburden soil layers on seismic motion have shown that the overburden soil layers have a significant impact on the seismic effect of the site due to the formation age, genetic type, thickness difference, structure, and dynamic characteristics of the soil layers. In this paper, the one-dimensional seismic response analysis of a nuclear power plant site containing a thick hard interlayer was conducted to discuss the influence of the hard interlayer thickness on the site seismic response, so as to provide a basis for determining the seismic motion parameters for seismic design of similar sites. Based on the engineering geological data of a nuclear power plant site, five models of one-dimensional soil-layer seismic response analysis were built, and the equivalent linear method of the one-dimensional site seismic response was applied to analyze the effect of the interlayer thickness on the peak acceleration and the acceleration response spectra of the site seismic response. The seismic response characteristics of the site and influence rules of the hard interlayer thickness are summarized as follows:1)Under different input seismic motion levels, the peak acceleration at the top of the hard interlayer was less than the input peak acceleration, and the peak acceleration at the ground surface of site was greater than the input peak acceleration. 2)Under the same input seismic motion, the ratios of the peak accelerations at the top of hard interlayer to the input peak accelerations were smaller than the ratios of the peak accelerations at the ground surface to the input peak acceleration, and these ratios first decreased and then increased gradually with the increase of the hard interlayer thickness; while for the same hard interlayer thickness, these ratios gradually decreased as the input peak acceleration increasing. 3)For the same input seismic motion, the ratios of the peak accelerations at the ground surface of site to those at the top of the hard interlayer increased gradually as the hard interlayer thickness increased; however, corresponding to different hard interlayer thicknesses, the variation characteristics of ratios which are the peak accelerations at the ground surface of site to those at the top of the hard interlayer were inconsistent with the increase of the input peak acceleration. 4)The hard interlayer had a significant influence on the short-period acceleration response spectrum and the thicker the hard interlayer was, the wider the influence frequency band would be; while for a special hard interlayer thickness, the influence frequency band is certain, and the hard interlayer had little effect on the acceleration response spectrum coordinates outside this frequency band, the longer the period is, the less the influence of the hard interlayer on the acceleration response spectrum coordinates. The seismic response characteristics of the site and influence rules of the hard interlayer thickness indicate that the hard interlayer thickness has a significant impact on the peak acceleration and the acceleration response spectra of the site seismic response, and the hard interlayer has obvious isolation effect at the seismic motion, and the increase of its thickness reduces the nonlinear effect of the site and leads to the wider influence frequency band. Meanwhile, the higher the input peak acceleration is, the stronger the nonlinear effect of the site, and it's remarkable that the soft layer overlying the hard interlayer has a significant amplification effect on the seismic motion. 相似文献
19.
运用有限差分软件FLAC3D,建立了某一黄土边坡三维模型,首先对其在地震作用下的动力响应规律进行了总结,然后探讨了地震动参数对黄土边坡动力响应的影响。结果表明：黄土边坡对地震波存在垂直放大和临空面放大作用;当输入地震波振幅或频率增加时,坡面监测点加速度放大系数随坡高增加呈＂增加→衰减→增加＂的三段形态;速度放大系数随坡高的增大而增大,并在坡顶达到最大值;位移放大系数随振幅和频率的增加而增加;地震持时对加速度、速度峰值的影响不大,但坡体位移随持时的增加而显著增加。强震作用下的最大剪应变增量区域的位置和形状表明,黄土边坡的破坏模式仍是沿着某一弧形潜在滑动面失稳破坏。研究结果有助于进一步揭示黄土边坡在地震作用下的失稳机制,为黄土地区边坡抗震设计与防灾减灾提供参考。 相似文献