利用远震接收函数研究黄海周边地区的地壳上地幔结构

利用宽频带流动台站(YSBSN)记录的远震波形数据和远震接收函数方法,反演了黄海东、西两侧地壳上地幔的S波速度结构.结果表明,莫霍面深度在30~38 km之间变化,位于中方一侧的JNN台下方地壳厚度最大,可以归因于华北板块和扬子板块的碰撞;韩方一侧的地壳厚度自北向南逐渐变厚,但仍然难以厘定朝鲜半岛南部潜在碰撞带的位置,这些问题的解决需要更大范围的流动台站观测.由于部分台站位于巨厚的沉积层和多孔的火山岩之上,与浅部构造的相关性使得接收函数表现出较大振幅的混响,从而影响了来自深部结构的转换震相.     

Erratum to: Cloning, characterization, and expression analysis of the DEAD-box family genes, Fc-vasa and Fc-PL10a, in Chinese shrimp (Fenneropenaeus chinensis)

<正>In the original article, the name of the fourth author is incorrect. The correct one is Kyoung Ho Kang, in which "Kang" is the family name. The publishing companies apologize to the author.     

Soft‐sediment deformation structures in Cretaceous non‐marine deposits of southeastern Gyeongsang Basin,Korea: Occurrences and origin

A variety of soft‐sediment deformation structures formed during or shortly after deposition occurs in the Cretaceous Seongpori and Dadaepo Formations of the southeastern Gyeongsang Basin exposed along coastal areas of southeastern Korean Peninsula for 0.5–2 km. These are mostly present in a fluvial plain facies, with interbedded lacustrine deposits. In this study, the features of different kinds of soft‐sediment deformation structures have been interpreted on the basis of sedimentology of structure‐bearing deposits, comparison with normal sedimentary structures, timing and mechanism of deformation, and triggering mechanisms. The soft‐sediment deformation structures can be classified into four morphological groups: (i) load structures (load casts, ball‐and‐pillow structures); (ii) soft‐sediment intrusive structures (dish‐and‐pillars, clastic dykes, sills); (iii) ductile disturbed structures (convolute folds, slump structures); and (iv) brittle deformation structures (syndepositional faulting, dislocated breccia). The most probable triggering mechanisms resulting in these structures were seismic shocks. These interpretations are based on the following field observations: (i) location of the study area within tectonically active fault zone reactivated several times during the Cretaceous; (ii) deformation structures confined to single stratigraphic levels; (iii) lateral continuity and occurrences of various soft‐sediment deformation structures in the deformed level over large areas; (iv) absence of depositional slope to indicate gravity sliding or slumping; and (v) similarity to the structures produced experimentally. The soft‐sediment deformation structures in the study areas are thus interpreted to have been generated by seismic shocks with an estimated magnitude of M > 5, representing an intermittent record of the active tectonic and sedimentary processes during the development and evolution of two formations from the late Early Cretaceous to the Late Cretaceous.     

河南范县及邻区地震精定位及震源机制解分析

选取河南范县及邻区2008年1月~2015年9月M_L≥2.0地震78个,用双差定位法进行重新定位。结果显示,重定位的震中主要沿聊城-兰考断裂带呈NE向分布,较此前更集中。重定位后的震源深度82%位于7~8km,也比此前更集中。在此基础上,用CAP方法研究了该地区2008年以来M_L≥3.0地震的震源机制解。结果显示,节面Ⅰ的14个地震中有11个地震震中分布呈NE向,这与用双差法重新定位后的震中分布方向一致。此外,这14个地震中有9个地震的P轴方位在50°~100°,均值为75°,这与华北地区主压应力方向基本一致。综合分析认为,该区域的地震活动与聊城-兰考断裂有关。     

基于水文效应的城市增长边界的确定——以镇江新民洲为例

城市增长边界(UGB)是城市增长管理、控制城市无序蔓延的重要工具,但如何科学定量划定城市增长边界一直是一个技术难题。针对目前城市增长边界定量划定研究的不足,提出一种基于城市水文效应,适用于城市内涝易发区的城市增长边界划定方法。该方法整合了元胞自动机(CA)模型与区域水文模型(SCS),通过CA模型预测城市不透水面积的扩张范围与形态,并以此作为城市水文模型的参数,评估城市淹水面积的比例及风险,最后根据风险水平确定城市增长边界。以镇江新民洲为例,实证研究了该地区的城市增长边界的合理划定,研究发现该区域城市扩张规模控制500 hm2之内,城市在最大降雨条件下城市积水面积的风险水平能有效降低。研究结果可为新民洲的水文风险控制及城市规划提供依据,同时可为其他城市增长边界划定提供方法参考。     

吉林测震台网数字台站台基噪声功率谱分析

介绍吉林测震台网数字台站仪器配置,对台网31个测震台站台基噪声功率谱进行计算,得出各地震台台基的地动噪声的均方根值、观测动态范围、地噪声功率谱,并将计算地动噪声功率谱作为吉林地震台网资料分析处理的一项日常工作进行.     

Seismic response of steel structures with seesaw systems using viscoelastic dampers

Vibration control systems are being used increasingly worldwide to provide enhanced seismic protection for new and retrofitted buildings. This paper presents a new vibration control system on the basis of a seesaw mechanism with viscoelastic dampers. The proposed vibration control system comprises three parts: brace, seesaw member, and viscoelastic dampers. In this system, only tensile force appears in bracing members. Consequently, the brace buckling problem is negligible, which enables the use of steel rods for bracing members. By introducing pre‐tension in rods, long steel rods are applicable as bracing between the seesaw members and the moment frame connections over some stories. Seesaw mechanisms can magnify the damper deformation according to the damper system configuration. In this paper, first, the magnification factor, that is, the ratio of the damper deformation to the story drift, is delivered, which includes the rod deformation. Results of a case study demonstrate that the magnification factor of the proposed system is greater than unity for some cases. Seismic response analysis is conducted for steel moment frames with the proposed vibration control system. Energy dissipation characteristics are examined using the time‐history response results of energy. The maximum story drift angle distributions and time‐history response results of displacement show that the proposed system can reduce the seismic response of the frames effectively. Copyright © 2012 John Wiley & Sons, Ltd.