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941.
采用动力理论对地基-结构非线性相互作用体系的振动方程进行了定性分析.基于多线性随动强化模型,采用非线性有限元法求解了基础和地基土之间的水平刚度与摇摆刚度,建立了结构-地基非线性相互作用体系的力学模型.利用拉格朗日能量法推导了结构水平位移和扭转相耦合的振动方程.采用多尺度法研究了结构-地基相互作用体系的主共振.通过分析不... 相似文献
942.
943.
944.
在福建第四纪活断裂调查研究基础上,进一步详细观察活动断裂面的擦痕、阶步、断层泥、蚀变程度的对比,并采集断面岩石切片,作显微构造观察,结合宏观断裂特征、震源机制解、地震破裂形迹,探讨宏、微观地震断裂破裂力学特性,试图为本区强震的中长期预测提供新的标志. 相似文献
945.
根据最新地质考察和历史地震考证结果,西秦岭北缘断裂带从东到西可划分为宝鸡、天水、武山、漳县、黄香沟和锅麻滩共6个次级断裂段。上述断裂既具有单段破裂,又具有多段组合破裂的特征。利用时间相依的地震潜势概率评估方法,对这6个单段分别进行地震危险性概率评估,其中黄香沟段和漳县段发生单段破裂的可能性最大,天水段发生单段破裂的概率次之。若发生组合破裂,黄香沟段和漳县段组合破裂可能性大。同时,根据沿断裂带的b值扫描图像分析结果显示,黄香沟段和天水附近应力积累较高,这两个地区应是未来发生强震的主要段落,值得关注。 相似文献
946.
Franois Jouanne Franck A. Audemard Christian Beck Aurlien Van Welden Reinaldo Ollarves Carlos Reinoza 《Journal of Geodynamics》2011,51(5):398-410
The right-lateral strike-slip El Pilar Fault is one of the major structures that accommodate the relative displacement between the Caribbean and South-America Plates. This fault, which trends East–West along the northeastern Venezuela margin, is a seismogenic source, and shows numerous evidence for active tectonics, including deformation of the Quaternary sediments filling the Cariaco Gulf. Because the main El Pilar Fault strand belongs to a set of strike-slip faults and thrusts between the stable Guyana shield (South) and the Caribbean oceanic floor (North), a GPS network was designed and installed to measure the relative motion of the El Pilar Fault and other faults. The results obtained from the comparison of 2003 and 2005 surveys indicate: (i) a lack of significant displacement (especially shortening) in the Serrania del Interior (Neogene cordillera overthrusted above the Guyana craton), (ii) an eastward displacement (relative to fixed south America plate) up to 22 mm/year of benchmarks located north of the El Pilar Fault. 相似文献
947.
Franoise Bergerat Pierre-Yves Collin Anne-Cline Ganzhorn Franois Baudin Bruno Galbrun Isabelle Rouget Johann Schnyder 《Journal of Geodynamics》2011,51(5):344-357
Instability structures, synsedimentary faults and turbidites have been studied in the Lower Pliensbachian succession of Saint-Michel-en-Beaumont, belonging to the Taillefer block, an ancient half-graben emplaced during the Liassic Tethyan rifting. Geometrical and mechanical analyses demonstrate that the instability structures occurred thanks to movements along spineless synsedimentary normal faults, when the turbiditic and limestone layers were already case-hardened and partly fractured by tension gashes even when the mudstones were still unlithified. Both the tension gashes and the synsedimentary faults are homogeneous in strike with the major regional faults and are in good agreement with the regional direction of extension for this period. The characters of the turbiditic beds, with erosive base, graded bedding, and incomplete Bouma sequence, are in favour of a seismic origin. Instability structures, spineless synsedimentary faults and turbiditic inflows are thus considered as seismites and interpreted as the result of high seismicity periods including some events with M > 5 in the general extensive ambiance of the Liassic Tethyan rifting. The analysis of the geometrical relationships between all these sedimentary features allows to distinguish the successive stage of occurrence of an instability structure, from the sedimentation of alternating marls and limestones, and sudden turbiditic inflows, then early case-hardening of the turbidites, until the important seismotectonic event generating the spineless normal faults, themselves triggering the fall of indurated blocks and locally the forming of breccias. The Ornon Fault, which constitutes the border of the Taillefer block, 15 km eastward, played a major role during the Liassic sedimentation and may represent the major seismic fault related to the seismites occurrence in the Beaumont basin. 相似文献
948.
This study is intended to evaluate the influence of dynamic bridge-train interaction (BTI) on the seismic response of the
Shinkansen system in Japan under moderate earthquakes. An analytical approach to simulate the seismic response of the BTI
system is developed. In this approach, the behavior of the bridge structure is assumed to be within the elastic range under
moderate ground motions. A bullet train car model idealized as a sprung-mass system is established. The viaduct is modeled
with 3D finite elements. The BTI analysis algorithm is verified by comparing the analytical and experimental results. The
seismic analysis is validated through comparison with a general program. Then, the seismic responses of the BTI system are
simulated and evaluated. Some useful conclusions are drawn, indicating the importance of a proper consideration of the dynamic
BTI in seismic design. 相似文献
949.
950.
区域海气耦合过程对中国东部夏季降水模拟的影响 总被引:4,自引:1,他引:3
本文以区域环境系统集成模式(RIEMS)和普林斯顿海洋模式(POM)为基础,建立了一个区域海气耦合模式,评估了其对1985~2004年中圜东部夏季降水的模拟性能,并通过与观测海温强迫下单独大气模式模拟结果的比较,分析了海气耦合过程对降水模拟性能的影响.结果表明:耦合模式基本能够模拟出中国东部地区夏季降水的气候态分布及中... 相似文献