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某国际会展中心地震多点激励时程分析
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作者 杨斌斌 赵勇 +1 位作者 魏建峰 吴国勤 《工程建设》 2023年第12期27-33,49,共8页
广东佛山潭洲国际会展中心底部支撑结构东西向长度约为292 m,南北向长度约为323.8 m(屋盖总长度约为380 m),南北向结构超长,属超限大跨空间结构。本文采用大质量法对其进行考虑行波效应的地震多点激励时程分析,并对多点激励与一致地震... 广东佛山潭洲国际会展中心底部支撑结构东西向长度约为292 m,南北向长度约为323.8 m(屋盖总长度约为380 m),南北向结构超长,属超限大跨空间结构。本文采用大质量法对其进行考虑行波效应的地震多点激励时程分析,并对多点激励与一致地震输入下结构的扭转效应、重要构件的内力情况进行对比分析。结果表明:多点激励作用下,地震输入方向与地震传播方向垂直时结构的扭转效应明显,地震输入方向与地震传播方向一致时结构的扭转效应不明显;不同部位的杆件,地震多点激励作用的影响程度不同,文中给出了考虑地震多点激励作用影响的调整系数,构件设计时,可将反应谱分析结果乘以多点激励调整系数,以此来考虑地震多点激励作用的影响;总体上,地震多点激励对本结构的影响不大。 展开更多
关键词 会展中心 多点激励 大质量法 行波效应 地震传播方向
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Rupture directivity of the August 3rd, 2014 Ludian earthquake(Yunan, China) 被引量:14
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作者 HE XiaoHui NI SiDao LIU Jie 《Science China Earth Sciences》 SCIE EI CAS CSCD 2015年第5期795-804,共10页
An M6.5 earthquake occurred on August 3rd, 2014 in Ludian of Yunnan Province in China, causing severe casualty and economic loss. Local broadband waveform inversion with the CAP method demonstrates that the earthquake... An M6.5 earthquake occurred on August 3rd, 2014 in Ludian of Yunnan Province in China, causing severe casualty and economic loss. Local broadband waveform inversion with the CAP method demonstrates that the earthquake is a strike-slip event, with the strike along 70° and 160° for the two nodal planes respectively. However, the geological structure in the epicentral region is complicated with abundant active faults, and it is challenging to identify the seismogenic fault with the focal plane solutions due to nodal-plane ambiguity. We resolved the rupture directivity by measuring the difference between centroid location and hypocenter of the Ludian earthquake with the time shift from CAP inversion, and found that the nodal plane with the strike of 160° is the ruptured fault plane. Moreover, the rupture is found to propagate from northwest to southeast. 展开更多
关键词 rupture directivity focal mechanism Ludian earthquake strong ground motion
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The Goos-Hnchen shift of wide-angle seismic reflection wave 被引量:1
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作者 LIU FuPing MENG XianJun +2 位作者 XIAO JiaQi WANG AnLing YANG ChangChun 《Science China Earth Sciences》 SCIE EI CAS 2012年第5期852-857,共6页
The partial derivative equations of Zoeppritz equations are established and the derivatives of each matrix entry with respect to wave vectors are derived in this paper.By solving the partial derivative equations we ob... The partial derivative equations of Zoeppritz equations are established and the derivatives of each matrix entry with respect to wave vectors are derived in this paper.By solving the partial derivative equations we obtained the partial derivatives of seismic wave reflection coefficients with respect to wave vectors,and computed the Goos-Hnchen shift for reflected P-and VS-waves.By plotting the curves of Goos-Hnchen shift,we gained some new insight into the lateral shift of seismic reflection wave.The lateral shifts are very large for glancing wave or the wave of the incidence angle near the critical angle,meaning that the seismic wave propagates a long distance along the reflection interface before returning to the first medium.For the reflection waves of incidence angles away from the critical angle,the lateral shift is in the same order of magnitude as the wavelength.The lateral shift varies significantly with different reflection interfaces.For example,the reflected P-wave has a negative shift at the reflection interface between mudstone and sandstone.The reflected VS-wave has a large lateral shift at or near the critical angle.The lateral shift of the reflected VS-wave tends to be zero when the incidence angle approaches 90°.These observations suggest that Goos-Hnchen effect has a great influence on the reflection wave of wide-angles.The correction for the error caused by Goos-Hnchen effect,therefore,should be made before seismic data processing,such as the depth migration and the normal-moveout correction.With the theoretical foundation established in this paper,we can further study the correction of Goos-Hnchen effect for the reflection wave of large incidence angle. 展开更多
关键词 Goos-Hnchen effect lateral shift P-and SV-wave reflection wave of wide-angle Zoeppritz equations critical angle
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