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51.
研究了渭河盆地南缘和北缘几条断裂第四纪活动性的迁移变化。利用横跨断裂的构造地层剖面 ,结合断裂上覆黄土地层的年代学研究结果 ,对断裂活动强度迁移变化的演化阶段进行了研究。结果表明 ,在大约 80~ 90万年前 ,渭河盆地南缘的临潼 -长安断裂带的活动性发生了显著变化 ,骊山山前断裂也有活动性迁移现象 ,渭南塬前断裂开始强烈活动 ,渭南塬全面抬升 ;12万年前左右 ,渭河盆地北缘的口镇 -关山断裂活动性明显减弱。该区断层活动的这些变化是对第四纪中晚期的 2次重要构造事件的反映 相似文献
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1995年Dickens对55.5Ma前古新世末增温事件进行了研究,提出天然气水合物作为全球环境变化重要因子的假说.认为古新世末增温事件溶解无机碳-2~-3‰的^13δC位移可以用水合物所含甲烷的释放与随后氧化成二氧化碳来解释.此后,地质历史演变中的天然气水合物演化研究蓬勃发展,本文总结古新世末增温事件、新元古代末期雪球事件、第四纪千年尺度事件等最新进展,为天然气水合物动态演化研究提供基础.开展天然气水合物-天然气体系动态演化过程数值模拟与特征分析,可望促进天然气水合物在全球变化与碳循环中作用的深入认识. 相似文献
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This paper concerns the seismic response of structures isolated at the base by means of High Damping Rubber Bearings (HDRB). The analysis is performed by using a stochastic approach, and a Gaussian zero mean filtered non‐stationary stochastic process is used in order to model the seismic acceleration acting at the base of the structure. More precisely, the generalized Kanai–Tajimi model is adopted to describe the non‐stationary amplitude and frequency characteristics of the seismic motion. The hysteretic differential Bouc–Wen model (BWM) is adopted in order to take into account the non‐linear constitutive behaviour both of the base isolation device and of the structure. Moreover, the stochastic linearization method in the time domain is adopted to estimate the statistical moments of the non‐linear system response in the state space. The non‐linear differential equation of the response covariance matrix is then solved by using an iterative procedure which updates the coefficients of the equivalent linear system at each step and searches for the solution of the response covariance matrix equation. After the system response variance is estimated, a sensitivity analysis is carried out. The final aim of the research is to assess the real capacity of base isolation devices in order to protect the structures from seismic actions, by avoiding a non‐linear response, with associated large plastic displacements and, therefore, by limiting related damage phenomena in structural and non‐structural elements. In order to attain this objective the stochastic response of a non‐linear n‐dof shear‐type base‐isolated building is analysed; the constitutive law both of the structure and of the base devices is described, as previously reported, by adopting the BWM and by using appropriate parameters for this model, able to suitably characterize an ordinary building and the base isolators considered in the study. The protection level offered to the structure by the base isolators is then assessed by evaluating the reduction both of the displacement response and the hysteretic dissipated energy. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
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中国东部陆缘中区第三纪构造-火山事件及其对含油气盆地的控制 总被引:3,自引:2,他引:3
中国东部陆缘中区第三纪主要发育5期构造-火山事件高峰,分别发生在58~46Ma、38~36Ma、26~24Ma、20~16Ma、8~4Ma。形成的火山岩岩性相对单一,主要为玄武岩,大量隐伏于新生代含油气断陷盆地中,这与裂谷作用有关,而野外露头区只发育古新世、中新世和上新世火山岩。研究表明,火山作用伴随着盆地发育的全过程。成盆早期的火山岩代表着裂谷作用的开始。成盆中期火山活动相对强烈,不但形成大量火山岩,而且也是盆地生油岩发育的主要时期。盆地形成后期火山作用微弱。新生代火山作用的中心往往成为成盆中心和油气聚集区。 相似文献
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Late Cenozoic deformation subsequence in northeastern margin of Tibet --Detrital AFT records from Linxia Basin 总被引:4,自引:0,他引:4
Two events of Tibet uplifting are revealed by detrital apatite fission track (AFT) age data from Linxia Basin. They occurred at about 14 and 5.4-8.0 MaBP respectively. We interpret the first one to be related to the uplifting of the northern Tibet, which might have resulted from convectively removing the thickened lower lithosphere. The second one is a result of Laji Mountain uplifting. Numerous studies of the Tibetan Plateau suggest that the onset time of the deformation in the northeastern margin of Tibetan Plateau and the time of Tibet attaining to its present elevation is about 8 MaBP. They are approximately coincident with the uplift of Lajishan Mountain. It suggests that the northeastern margin of Tibet propagated northeastwardly to its present site in about 8 MaBP for accommodating the sustained convergence between India-Eurasia plate and for keeping its high elevation. The active block pattern dominating the strong earthquake distribution of Chinese continent probably formed at about 8.0-5.4 MaBP. 相似文献
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This article presents a numeric comparative study of the inelastic structural response of base isolated buildings. The comparative study includes the following isolation systems: laminated rubber bearings, New Zealand one, pure friction and the frictional pendulum ones. The study is based on obtaining non‐linear response spectra for various design parameters using six earthquake records. Usually the base isolation of a new building seeks to maintain the structure in the linear elastic range. The response of old weak buildings or the response of new ones subjected to extreme earthquakes may not be, necessarily, in the aforementioned ideal elastic range. Consequently, it is important to characterize the response of isolated buildings responding inelastically. A conclusion from this research is that the isolators affect significantly the structural response of weak systems. Rubber isolators seem slightly less sensitive to plastification that may occur in the structure compared to friction isolators. Ductility demands in the structure are affected significantly by friction and neoprene protected systems, in particular sliding ones where larger demands are obtained. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
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高职教育是GIS人才培养的重要组成部分。本文通过介绍职教GIS专业的建设,探索GIS实践教学与实践基地建设模式、方法及对人才培养的影响。 相似文献