基于瞬变电磁矩变换的快速三维反演方法   总被引：1，自引：0，他引：1       下载免费PDF全文

饶丽婷  武欣  吴超  张晓娟  方广有 《地球物理学报》2016,59(11):4338-4348

瞬变电磁法的严格三维反演计算复杂、占用资源多,在普通计算机上难以实现.本文引入瞬变电磁矩变换的概念,提出一种快速三维反演方法.该方法基于阻性限制(resistive limit)特性,建立包含异常体的三维大地的一阶矩响应正演算法,根据不同约束条件,选择优化的最速下降法实现瞬变电磁快速三维反演.文中通过含异常体的三维大地正演一阶矩与仿真数据一阶矩的对比,验证了快速三维正演算法的有效性,之后在不同约束条件下,利用优化的最速下降法实现了对含噪声的仿真瞬变电磁数据的快速三维反演.结果表明,该方法能够在普通计算机上短时间内较为准确地反演出地下异常体的体积和位置,在瞬变电磁数据的实时解释工作中具有良好的应用前景.  相似文献   

Effect of non‐moment braced frame seismic deformations on buckling‐restrained brace end connection behavior: Theoretical analysis and subassemblage tests          下载免费PDF全文

Junxian Zhao  Fuxiong Lin  Zhan Wang 《地震工程与结构动力学》2016,45(3):359-381

In‐plane buckling‐restrained brace (BRB) end rotation induced by frame action is a commonly observed phenomenon in buckling‐restrained braced frames (BRBFs). However, its effect on BRB end connection behavior has not yet been clear. In this study, four BRB end deformation modes for quick determination of end rotational demand are proposed for non‐moment BRBF considering different BRB arrangements, installing story of BRBs, and boundary condition of corner gussets connected with column base. Key factors affecting BRB end rotation and flexural moments are examined theoretically by parametric analysis. Subassemblage tests of seven BRB specimens under horizontal cyclic loading were conducted by adopting two loading frames to impose the expected BRB end deformations. It shows that BRB end rotation subjected BRB ends to significant flexural moments, leading to premature yielding of BRB ends or even tendency of end zone buckling. The deformation modes, the flexural rigidity of BRB ends, and the initial geometric imperfections of BRBs were found to have significant influence on BRB end connection behavior. The triggering moment induced by BRB end rotation was the main contributor to end flexural moment. However, the moment amplification effect induced by flexure of BRB end zones became prominent especially for small flexural rigidity of BRB ends. Implications and future research needs for design of BRB end connections are provided finally based on the theoretical and experimental results. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

2014年秭归M_S4.5和M_S4.9地震震源与发震构造特征     

WU Hai-bo  YAO Yun-sheng  SHEN Xue-lin  ZHAO Ling-yun 《地震地质》2015,37(3):719-730

2014年3月27日和30日湖北秭归县发生了三峡水库蓄水以来该地区最大的2次地震,文中通过多种方法分析了2次地震的震源与发震构造特征。采用Kiwi方法反演2次地震的矩张量解,该方法中使用了湖北和重庆测震台网14个宽频带波形记录和6层地壳速度结构模型,反演结果显示,2次地震观测谱和波形与理论谱和波形拟合得比较好,非拟合误差数0.57,表明反演结果是可靠的。2次地震均为走滑兼少量逆冲错动,但前一地震为左旋走滑,后一地震为右旋走滑,矩张量解中DC成分偏少而ISO成分多可能是库水对地下介质物性影响的反映。同时也使用三峡台网15个子台记录的波形资料,采用双差定位法重新精定位了从3月27日至4月27日时段内超过500次地震序列事件,结果显示余震序列分布方向为NNW向和NE向,但主要集中在NE向,并分别沿NNW和NE向作了深度剖面,剖面显示震源深度为4.5~10.0km,余震在深部呈现2个较明显的断面,与震源机制解NE向节面产状一致。野外现场宏观烈度调查指出,Ⅴ度极震区等震线为一椭圆,长轴NWW向,短轴NE向,结合野外现场考察结果和震源区地质构造背景,综合推断仙女山断裂北端的NE向破裂面为2次地震的发震断面,余震序列的NE和NNW向分布、剖面上发震层的形态和深度特征表明,这次地震活动受到了仙女山断裂和九畹溪断裂活动的控制与影响。  相似文献   

2014年于田M_S7.3地震序列的频谱特征分析及其前震识别     

郑建常  王鹏  许崇涛  徐芳芳 《中国地震》2015,31(2):253-261

利用新疆区域数字地震台网的波形资料,对2014年2月12日于田MS7.3地震前震和余震序列的频谱特征进行了分析。基于Brune模型,对观测记录进行仪器响应、传播路径和场地响应的校正,使用遗传算法对于田地震序列103次ML≥3.0地震的震源谱进行了反演计算。结果表明:1前震序列的拐角频率相对偏低,扣除地震矩影响后,余震的拐角频率有明显增高的趋势;2距离震中最近的YUT台资料分析显示,于田地震几次前震活动的台站观测谱相对较为独立,与主震以及彼此之间的相关系数均不高;3序列事件和主震的台站观测谱相关系数的变化反映了序列发展的动态破裂过程,相关系数较低的事件基本上偏离了主震破裂区而发生在分支断裂上;4前震的震源谱中存在异常的高频成份。  相似文献   

Out‐of‐plane stability of buckling‐restrained braces including moment transfer capacity          下载免费PDF全文

Toru Takeuchi  Hitoshi Ozaki  Ryota Matsui  Fatih Sutcu 《地震工程与结构动力学》2014,43(6):851-869

Buckling‐restrained braces (BRBs) are widely used as ductile seismic‐resistant and energy‐dissipating structural members in seismic regions. Although BRBs are expected to exhibit stable hysteresis under cyclic axial loading, one of the key limit states is global flexural buckling, which can produce an undesirable response. Many prior studies have indicated the possibility of global buckling of a BRB before its core yields owing to connection failure. In this paper, BRB stability concepts are presented, including their bending‐moment transfer capacity at restrainer ends for various connection stiffness values with initial out‐of‐plane drifts, and a unified simple equation set for ensuring BRB stability is proposed. Moreover, a series of cyclic loading tests with initial out‐of‐plane drifts are conducted, and the results are compared with those of the proposed equations. © 2013 The Authors. Earthquake Engineering & Structural Dynamics published by John Wiley & Sons Ltd.  相似文献   

Idealisation of soil–structure system to determine inelastic seismic response of mid-rise building frames     

《Soil Dynamics and Earthquake Engineering》2014

In this study, a novel and enhanced soil–structure model is developed adopting the direct analysis method using FLAC 2D software to simulate the complex dynamic soil–structure interaction and treat the behaviour of both soil and structure with equal rigour simultaneously. To have a better judgment on the inelastic structural response, three types of mid-rise moment resisting building frames, including 5, 10, and 15 storey buildings are selected in conjunction with three soil types with the shear wave velocities less than 600 m/s, representing soil classes C_e, D_e and E_e, according to Australian Standards. The above mentioned frames have been analysed under two different boundary conditions: (i) fixed-base (no soil–structure interaction) and (ii) flexible-base (considering soil–structure interaction). The results of the analyses in terms of structural displacements and drifts for the above mentioned boundary conditions have been compared and discussed. It is concluded that considering dynamic soil–structure interaction effects in seismic design of moment resisting building frames resting on soil classes D_e and E_e is essential.  相似文献   

2014 年新疆于田MS 7. 3 地震矩心矩张量快速测定     

赵旭  黄志斌  陈宏峰  赵博  杜广宝 《中国地震》2014,30(2):151-158

基于中国大陆中强震自动矩张量测定系统,采用虚拟中国地震台网记录的近震波形(震中距4° ～ 12°),反演了新疆于田MS7. 3 地震的矩心矩张量。结果显示,地震发震断层面参数分别为走向243° /倾角70° /滑动角－ 18°,表现为1 次左旋走滑为主兼有少量正倾滑分量的事件。矩心在水平方向上位于震中(36. 123°N,82. 499°E)以东约13 km,矩心深度约10 km。总标量地震矩M0为3. 05 × 1019N·m,换算成矩震级MW6. 92,推断震源破裂时大部分能量释放的持续时间约14s。同时探讨了自动矩张量测定系统在未来地震灾情预判中的重要作用。  相似文献   

有流体参与作用下的震源参数特征——以广西凌云凤山震群、龙滩库区地震为例     

龙政强  ;孙学军  ;姚宏  ;刘双庆  ;谢夜玉  ;韦旭鸿 《华北地震科学》2014,(4):10-16

对广西暴雨诱发的地震、水库地震及天然地震的地震波数字频谱参数特征进行分析;计算凌云凤山震群、2007—2013年广西桂东南地区天然地震及龙滩库区ML≥2.5级地震波形资料,获得凌云凤山震群、桂东南天然地震、龙滩库区地震震源参数。研究表明：凌云凤山震群和龙滩库区地震的应力降、震源尺度和拐角频率在数值范围、平均值都基本相同;它们的应力降和拐角频率明显小于桂东南地区地震,其中应力降约小1个量级;而它们的震源尺度明显大于同震级的桂东南地区地震。这些特征显示出数字地震波频谱分析也可较好地反映凌云凤山震群由暴雨诱发所致的成因。  相似文献   

断层厚度的地震效应和非对称地震矩张量   总被引：1，自引：0，他引：1       下载免费PDF全文

刘超  陈运泰 《地球物理学报》2014,57(2):509-517

本文导出了具有厚度和滑动弱化区域的断层的非对称地震矩张量表示式,指出要求地震矩张量具有对称性不是一个绝对必要的限制.在非对称地震矩张量中,位错项对应于对称地震矩张量,拉力项对应于非对称地震矩张量.由于拉力项等效于单力偶,所以在非对称地震矩张量解的两个节面上,沿滑动矢量方向的力偶强度不再相同,与较大力偶相联系的节面为断层面,与较小力偶相联系的节面为辅助面.这一性质可用以从两个正交的节面中判断哪一个节面是断层面.如果忽略拉力项,会高估与位错对应的标量地震矩.只有满足相应的约束条件的非对称地震矩张量才能表示具有厚度和滑动弱化区域的断层模型,并从中分离出与位错和拉力对应的地震矩张量.  相似文献   

基于OpenSees的RCS组合框架结构抗震性能模拟分析     

门进杰  胡俊  王秋维  郭智峰 《地震学刊》2014,(5):649-655

选取已有钢筋混凝土柱—钢梁组合结构（RCS）框架的低周期反复试验数据,采用地震工程开源模拟软件OpenSees对其进行有限元模拟,对比骨架曲线与滞回曲线,试验结果与有限元结果吻合较好。随后考察弯矩放大系数（Mc/Mb=0.86、1.48、2.04）、柱轴压比（n=0.06、0.2、0.3、0.6、0.8）对抗震性能的影响,得到了各参数下框架的滞回曲线、骨架曲线和各特征阶段的荷载与位移值。分析了框架的破化过程、延性与强度退化。结果表明：RCS组合框架滞回曲线饱满,具有良好的变形及耗能能力;随着弯矩放大系数的减小、柱轴压比的增大,框架的水平极限承载力降低、屈服状态提前、位移延性降低。分析结果可供有关研究或工程应用参考。  相似文献