A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions

This paper presents a new way of selecting real input ground motions for seismic design and analysis of structures based on a comprehensive method for estimating the damage potential of ground motions, which takes into consideration of various ground motion parameters and structural seismic damage criteria in terms of strength, deformation, hysteretic energy and dual damage of Park & Ang damage index. The proposed comprehensive method fully involves the effects of the intensity, frequency content and duration of ground motions and the dynamic characteristics of structures. Then, the concept of the most unfavourable real seismic design ground motion is introduced. Based on the concept, the most unfavourable real seismic design ground motions for rock, stiff soil, medium soil and soft soil site conditions are selected in terms of three typical period ranges of structures. The selected real strong motion records are suitable for seismic analysis of important structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake, as they can cause the greatest damage to structures and thereby result in the highest damage potential from an extended real ground motion database for a given site. In addition, this paper also presents the real input design ground motions with medium damage potential, which can be used for the seismic analysis of structures located at the area with low and moderate seismicity. The most unfavourable real seismic design ground motions are verified by analysing the seismic response of structures. It is concluded that the most unfavourable real seismic design ground motion approach can select the real ground motions that can result in the highest damage potential for a given structure and site condition, and the real ground motions can be mainly used for structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake. Copyright © 2007 John Wiley & Sons, Ltd.     

Subsidence history and forming mechanism of anomalous tectonic subsidence in the Bozhong depression, Bohaiwan basin

The Bozhong depression of the Bohaiwan basin belongs to a family of extensional basins in East China, but is quite different from other parts of the basin. The Cenozoic subsidence of the depression is controlled by a combination of lithospheric thinning and polycyclic strike-slip movements. Three episodic rifts have been identified, i.e. Paleocence-early Eocene, middle-late Eocene and Oligocene age. The depression underwent syn-rift and post-rift stages, but two episodic dextral movement events of the strike-slip faults modify the subsidence of the Bozhong depression since the Oligocene. The early dextral movement of the Tan-Lu fault associated with crustal extension resulted in accelerated subsidence during the time of deposition of the Dongying Formation with a maximum thickness of 4000 m. A late reactivation of dextral movement of the Tan-Lu fault began in late Miocene (about 12 Ma), which resulted in the intense subsidence of Minghuazhen Formation and Quaternary. In addition, dynamic mantle convection-driven topography also accelerated the post-rift anomalous subsidence since the Miocene (24.6 Ma). Our results indicate that the primary control on rapid subsidence both during the rift and post-rift stages in the Bozhong depression originates from a combination of multiple episodic crustal extension and polycyclic dextral movements of strike-slip faults, and dynamic topography.     

河南范县M_L4.7级地震的启示

2006年4月9日,在河南省范县(35o40’N,115o24’E)发生ML4.7级地震,地震的宏观震中位于河南省范县的王楼乡、辛庄乡以及濮阳县的濮城镇,震中烈度Ⅴ度。地震的有感范围较大,南起山东省的曹县,北至河北省的大名,西起河南省的濮阳县,东到山东省的郓城县,总面积大约10000余km2。地震虽然没有造成人员伤亡,但是却使许多没有抗震性能的农村房屋和校舍遭到严重破坏,     

白云鄂博碳酸岩墙的稀土和微量元素地球化学及对其成因的启示

根据矿物组成白云鄂博矿区的碳酸岩岩可墙可分为白云石型、白云石－方解石共存型和方解石型三种类型。REE和微量元素地球化学表明，这三类碳酸岩岩墙为碳酸岩浆演化不同阶段的产物，白云石型和白云石－方解石共存型对应于早期岩浆阶段，其（La/Nd)n、(La/Yb)n比值随稀土总量的增加而增大，方解石型则对应于碳酸岩浆演化的晚期热液阶段，其稀土总量明显富集，但其（La/Nd)n、(La/Y)n和（La/Yb)n比值随稀土总量的增加却有减小的趋势，热液阶段也是白云鄂博稀土矿化的主要阶段。     

9210工程地市(县)级数据传输处理本地化的若干问题

经过一年多的业务运行，我们发现MICAPS系统在数 据传输处理 中存在不尽完善的地方，造成数值预报产品残缺不全；由于数据传输处理未作配置本地化或 配置本地化不完善，致使数值预报产品和实况资料的分析范围、等值线间距、时效、层次等 不能满足本地预报业务工作的需要。针对上述存在的问题，本文介绍了资料传输、处理有关 配置文本本地化的方法。使数值预报产品有用率在原有基础上增加了约一倍。     

利用强震记录分析场地的地震反应

利用唐山近场强震记录对如何分析场地反应进行研究，分析比较了多种方法:线性反演法、传统的谱比法以及接收函数法．通过比较研究，发现各种方法都能给出土层场地的卓越周期，但每种方法给出的场地反应不完全相同．其中，传统的谱比法与线性反演法的结果较为接近，而接收函数法的结果则同其它两种方法的结果相差较大．在线性反演法中，给出了Ｓ波的品质因子QS，QS 在0.5～32Ｈz范围内与频率有关:QS（f）＝67 f 1.1．      

Seismo-tectonic divisions of strong earthquakes with M S≥7.0 and their tectonic geomorphology along Xianshuihe-Xiaojiang fault zone

Seismo-tectonic areas of historical strong earthquakes with M _S≥7 along Xianshuihe-Xiaojiang fault zone are divided, and their individual fault-pattern and tectonic geomorphology are analyzed. Those strong-earthquake areas are located in some special parts of the fault zone, where the major branch-faults of the fault zone form left stepping, parallel, and fork-like patterns. In the strong-earthquake areas structurally complicated basins are developed, such as pull-apart basins in fork-like area, in double stepping area, and in stepping and fork-like areas. Foundation item: Chinese Joint Seismological Science Foundation (9507424). Contribution No. 2001A003, Institute of Crustal Dynamics, China Seismological Bureau.     

云南墨江金矿床硅质岩的地质地球化学特征及其意义

墨江金矿床厂组中下段硅质岩具有典型的沉积构造，岩石富集∑Fe和As 、Sb、Bi、Ga等微量元素（相对于地壳克拉克值），而相对贫AI2O3；稀土元素以总量（∑REE）低，负铈异常为特征，与热水沉积的硅质岩特征相似。在判别硅质岩形成与作用的一系列主量和微量元素图解上，本区的硅质岩位于热水沉积作用范围，但四十八两山段硅质岩有趋近于正常化学沉积作用。利用硅质岩的氧同位素计算出它的形成温度为128－146℃。地质、地球化学特征表明本区硅质岩的形成与热水沉积作用有关，但四十八两山段硅质岩受到正常化学沉积作用的影响。、     

ENSO循环的数值模拟──Ⅰ:水平结构演变

利用发展的包含海洋表面边界展和大气辐合反馈过程的热带太平洋海气耦合距平模式，对ＥＮＳＯ循环进行了模拟。通过３０ａ积分，用合模式所展示的热带太平洋海气耦合系统的ＥＮＳＯ循环的水平结构演变特征和观测事实甚为一致，成功地模拟出了ＥＮＳＯ循环的冷暖态的发生发展、衰亡及相互转换等各个位相的动力和热力场的水平结构及其对季节循环的依赖性特征。本文数值模拟结果表明，ＥＮＳＯ循环的主要动力学过程可由热带海气相互作用系统自身所确定。ＥＮＳＯ循环的正确模拟是揭示其形成机制的前提。     

热带太平洋线性海气耦合系统的主模与ENSO

本文利用包含海洋表面边界层、线性海洋大气动力学以及完整的关于不均匀气候态线性化SST预报方程的热带太平洋海气耦合模式， 在真实的气候背景态和参数域内，研究了海气耦合系统的特征值问题，确定了线性耦合系统主模的特征周期及其稳定性特征，进而揭示了主模和ENSO的关系。结果表明:准两年振荡是线性海气耦合系统中的最不稳定模态，且只有该模态类似于ENSO水平结构。因此，准两年振荡很可能是海气耦合系统固有的最根本性的振荡过程。本文也对准两年振荡的形成与年循环的关系以及它在ENSO时间尺度形成中的作用进行了讨论。