A neural network based methodology to predict site-specific spectral acceleration values     

Kamatchi P  Rajasankar J  Ramana GV  Nagpal AK 《地震工程与工程振动(英文版)》2010,9(4):459-472

A general neural network based methodology that has the potential to replace the computationally-intensive site-specific seismic analysis of structures is proposed in this paper. The basic framework of the methodology consists of a feed forward back propagation neural network algorithm with one hidden layer to represent the seismic potential of a region and soil amplification effects. The methodology is implemented and verified with parameters corresponding to Delhi city in India. For this purpose, strong g...  相似文献   

Characteristics of horizontal ground motion measures along principal directions   总被引：1，自引：0，他引：1  

H. P. Hong  K. Goda 《地震工程与工程振动(英文版)》2010,9(1):9-22

<正>Ground motion records are often used to develop ground motion prediction equations(GMPEs) for a randomly oriented horizontal component,and to assess the principal directions of ground motions based on the Arias intensity tensor or the orientation of the major response axis.The former is needed for seismic hazard assessment,whereas the latter can be important for assessing structural responses under multi-directional excitations.However,a comprehensive investigation of the pseudo-spectral acceleration(PSA) and of GMPEs conditioned on different axes is currently lacking.This study investigates the principal directions of strong ground motions and their relation to the orientation of the major response axis, statistics of the PSA along the principal directions on the horizontal plane,and correlation of the PSA along the principal directions on the horizontal plane.For these,three sets of strong ground motion records,including intraplate California earthquakes,inslab Mexican earthquakes,and interface Mexican earthquakes,are used.The results indicate that one of the principal directions could be considered as quasi-vertical.By focusing on seismic excitations on the horizontal plane,the statistics of the angles between the major response axis and the major principal axis are obtained;GMPEs along the principal axes are provided and compared with those obtained for a randomly oriented horizontal component;and statistical analysis of residuals associated with GMPEs along the principal directions is carried out.  相似文献   

Fast inversion of rupture process of the 14 April 2010 Yushu,Qinghai, earthquake          下载免费PDF全文

Yong Zhang  Lisheng Xu  Yun-tai Chen 《地震科学（英文版）》2010,23(3):201-204

Four results of the rupture process of 14 April 2010 Yushu, Qinghai, earthquake, obtained by inverting the broadband seismic data of Global Seismographic Network (GSN) based on the inversion method of earthquake rupture process, were compared and discussed. It is found that the Yushu earthquake has several basic characteristics as follows: ① There exist two principal sub-events which correspond to two slip-concentrated patches being located near the hypocenter and to the southeast of the epicenter. The rupture of the slip-concentrated patch to the southeast of the epicenter broke though the ground surface; ② The peak slip and peak slip-rate are about 2.1 m and 1.1 m/s, respectively, indicating that the Yushu earthquake is an event with large slip-rate on the fault plane; ③ Overall the Yushu earthquake is a unilateral rupture event with the rupture mainly propagating southeastward. The strong focusing of the seismic energy in the southeast of the epicenter due to the &amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;quot;seismic Doppler effect&amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;amp;quot; reasonably accounts for the tremendous damage in the Yushu city.  相似文献   

中国荒漠植物-土壤系统生态化学计量学研究进展     

卢建男  刘凯军  王瑞雄  李彦杰  宁志英  陈雪萍  赵思腾  王少昆  赵学勇 《中国沙漠》2022,42(2):173-182

荒漠生态系统是中国陆地生态系统的重要组成部分,具有独特的结构和功能.生态化学计量学重点关注C、N、P元素比例及权衡关系,已成为揭示生态系统养分循环及其限制等生态过程的有力工具.植物自身体现出对养分元素的调控能力和对环境变化的响应及适应性,土壤C∶N∶P可表征土壤养分供应能力和储量变化,植物-土壤系统中N、P的养分循环关...  相似文献   

西安地铁施工诱发地表沉降及对城墙的影响   总被引：1，自引：0，他引：1  

朱才辉  李宁 《岩土力学》2011,32(Z1):538-0544

以西安地铁2号线为背景,利用3种预测公式对实测地表沉降值进行拟合,得到了沉降槽形态参数。利用拟合参数,借鉴“刚度修正法”原理对地铁下穿城墙施工诱发其基础的沉降进行预测,并建立城墙的三维有限元模型,对城墙所能承受的极限变形能力和承载力进行量化分析,分析结果表明：Peck公式能较好地描述地表沉降特征;考虑后期蠕变和固结作用,盾构施工所诱发的城墙基础最大沉降量不得超过20 mm,期望对后期地铁施工引起地表沉降及其对建筑物的响应提供科学参考。  相似文献   

地震作用下黄土边坡动力响应数值分析   总被引：2，自引：1，他引：1  

言志信  曹小红  张刘平  张海东 《岩土力学》2011,32(Z2):610-614

利用FLAC3D软件对某三级黄土边坡进行了动力反应分析。首先分析了静力作用下该黄土边坡剪应变增量和坡面、坡内、坡顶不同监测点的位移;在此基础上进行动力分析,得出黄土边坡地震动力响应规律。研究结果表明,静力作用下坡面上水平向位移明显大于垂直向位移,水平向位移从坡底向上逐渐减小;坡面处位移较大,位移在每级坡坡脚稍向上一定范围内达到最大值;地震作用下黄土边坡剪应变增量由坡脚稍向上部位开始向周围扩展,范围明显增大,且随地震持时的增加剪应变增量增幅较大;塑性区变化显示该黄土边坡坡顶以拉破坏为主,坡脚稍向上开始以剪破坏为主并伴有拉破坏。黄土边坡对地震波具有临空面放大效应,地震波在坡体内传播过程中还具有滞后效应  相似文献   

土体本构模型对强度折减法分析基坑整体稳定性的影响     

胡安峰  陈博浪  应宏伟 《岩土力学》2011,32(Z2):592-597

运用有限元强度折减法对基坑工程进行整体稳定性分析时,已有研究主要采用摩尔-库伦模型对土体进行模拟,由于摩尔-库伦模型给出的基坑变形曲线与实测不符,故据此得到的基坑整体稳定安全系数也不甚合理。采用Plaxis硬化模型模拟开挖过程,在强度折减分析中采用特征点位移突变对基坑整体稳定性进行收敛判断,通过分析对比所选取的不同特征点的位移与折减系数的关系曲线,提出采用挡墙内侧开挖面附近土体作为收敛判断的判别点较为合理,其安全系数的取值与采用极限平衡法得到的结果比较接近,而摩尔-库伦模型所得到的计算结果则偏大。最后分析了基坑宽度、基底软土层厚度、挡墙插入深度和挡墙刚度等因素对基坑整体稳定性的影响,并比较了采用这两种不同土体本构模型对分析结果的影响  相似文献   

土层随机地震反应分析中侧向边界的影响分析     

陈清军  杨永胜 《岩土力学》2011,32(11):3442-3447

研究了随机地震激励下土层地震反应及土-结构相互作用分析中有限土域的取值范围对计算精度的影响。分别以基岩白噪声谱和杜修力修正基岩谱作为输入,进行了土层随机地震反应分析,探讨了自由边界、固定边界和黏弹性边界3种人工边界条件下土域的取值范围、土介质阻尼和土体长深比（L/H）对土层随机地震反应的影响,给出了侧向人工边界合理位置的具体建议。在此基础上,选取土体的合理边界范围,建立土-结构相互作用分析模型,分别以基岩白噪声谱、杜修力修正基岩谱以及实测地震波功率谱作为输入,进行了土-结构相互作用体系随机地震反应分析,计算结果验证了侧向人工边界取值在土-结构相互作用体系随机地震反应分析中的有效性。  相似文献   

均质土中PCC桩与实心桩动力响应对比分析     

丁选明  刘汉龙 《岩土力学》2011,32(Z1):260-264

现浇混凝土大直径管桩(简称PCC桩)由于具有较大的内、外壁摩阻力,在竖向荷载作用下表现出与一般实心桩不同的静、动力特性。采用建立的解析公式,对PCC桩、等截面积实心桩和等外直径实心桩3种桩的动力响应进行了对比分析,研究结果表明,当桩端阻力相对较小时,3种模型位移幅值差别不大;当桩端阻力较大时,3种模型幅频曲线和相频曲线存在较大差别;等面积实心桩位移幅值比PCC桩稍大,而等外直径实心桩的位移幅值比PCC桩稍小;位移相频曲线呈现等间距的震荡,实心桩的震荡峰值比PCC桩要高,且震荡峰值对应的频率各不相同,PCC桩出现震荡峰值的频率比实心桩小;3种计算模型动刚度震荡幅值差别较大,等直径实心桩的动刚度最大,等面积实心桩次之,PCC桩最小;等直径实心桩的虚部最大,PCC桩次之,等面积实心桩最小,振动过程中等直径实心桩桩顶阻尼最大;等面积实心桩的速度导纳最大,PCC桩次之,等直径实心桩最小。PCC桩充分发挥了单方混凝土的性能,比等截面实心桩具有更小的动力响应,比等外径实心桩更节省混凝土。  相似文献   

公路隧道中系统锚杆的功效研究   总被引：1，自引：0，他引：1  

陈力华  林志  李星平 《岩土力学》2011,32(6):1843-1848

系统锚杆是锚喷支护的重要组成部分,目前广泛应用到公路隧道的初期支护中。然而,系统锚杆到底对隧道结构的稳定起到多少作用一直没有有效的定量计算方法。以某高速公路隧道为例,用有限元强度折减法计算了不同地质条件下锚杆对隧道安全系数大小的影响。结合有限元数值模拟,通过对锚杆各种效应的分析后得到如下结论：在很多地质条件下锚杆对公路隧道稳定性影响不大,建议在有条件的情况下可以逐步开展取消系统锚杆的工程试验验证,为公路隧道不设置系统锚杆提供更多的工程依据  相似文献