苏北测震台网地面和井下地震记录波形频谱分析

根据苏北测震台网地面台站和深井台站记录的地震波形资料,分析2009年10月以来台网附近 ML ≥2．8地震波频谱特性。分析可知：地面记录与井下记录的地震波频谱特性存在一定差异,地面记录地震波拐角频率较井下约大0．28 Hz,地震波峰值频率比井下约小0．22 Hz;对于ML ＞4．5地震,地面记录地震波的优势频率范围小于井下记录;地震矩和矩震级地面台站记录数值较大,差值分别为3．104×10^14 N·m 和0．32级。     

高温下受弯钢梁的弹塑性弯扭屈曲分析

基于弹塑性理论,通过建立钢梁截面的弯矩曲率关系作弯矩作用平面内的弹塑性分析等几个步骤,对火灾高温作用下受弯简支钢梁在弹塑性阶段的弯扭屈曲性能变化进行了分析,给出了钢梁的临界屈曲弯矩的计算表达式。通过算例分析了钢梁弹塑性阶段临界屈曲弯矩随温度的变化,并利用ANSYS有限元软件模拟了钢梁在火灾燃烧不同时刻的竖向变形。结果表明,随着温度的升高,钢梁弹塑性阶段的临界弯矩呈现出逐渐降低的趋势,而其竖向变形则逐渐增大,文中对这2个变量在不同温度条件下的具体变化情况分别进行了详细的分析和描述。     

Experimental and numerical study of a self‐centering prestressed concrete moment resisting frame connection with bolted web friction devices

The self‐centering prestressed concrete (SCPC) moment resisting frame (MRF) with web friction devices (WFDs) is a new type of structure that integrates advantages of post‐tensioned precast concrete MRFs and self‐centering steel MRFs. In this paper, the configuration of the connection and design guidelines are presented. To further reduce damage to the connection under cyclic loading and facilitate implementation in practice, several significant improvements are proposed and experimentally validated in this study, including the following: (i) the welded connection is replaced by the bolted connection; (ii) aluminum plates are used for friction instead of brass plates to reduce the material costs without decreasing the energy dissipation capacity; and (iii) post‐tensioned tendons at the corners of the beam are replaced by a bundle of tendons at the beam centroid in order to facilitate the field assembly. The resulting improvements of seismic performances are experimentally demonstrated by 10 cyclic tests of two full‐scale SCPC beam–column connections. Numerical simulation of the proposed connection is conducted using the Open System for Earthquake Engineering Simulation (OpenSees) to replicate the experimental results. Seismic behaviors are taken into account, such as the gap opening/closing at the beam–column interface, the self‐centering capacity, and the friction energy dissipation. Good agreement is observed between the numerical simulation and the test results. The proposed SCPC connection with bolted WFDs is demonstrated to have good performance when subjected to cyclic loading. Copyright © 2013 John Wiley & Sons, Ltd.     

Shake‐table tests of a reinforced concrete frame designed following modern codes: seismic performance and damage evaluation

This paper presents shake‐table tests conducted on a two‐fifths‐scale reinforced concrete frame representing a conventional construction design under current building code provisions in the Mediterranean area. The structure was subjected to a sequence of dynamic tests including free vibrations and four seismic simulations in which a historical ground motion record was scaled to levels of increasing intensity until collapse. Each seismic simulation was associated with a different level of seismic hazard, representing very frequent, frequent, rare and very rare earthquakes. The structure remained basically undamaged and within the inter‐story drift limits of the ‘immediate occupancy’ performance level for the very frequent and frequent earthquakes. For the rare earthquake, the specimen sustained significant damage with chord rotations of up to 28% of its ultimate capacity and approached the upper bound limit of inter‐story drift associated with ‘life safety’. The specimen collapsed at the beginning of the ‘very rare’ seismic simulation. Besides summarizing the experimental program, this paper evaluates the damage quantitatively at the global and local levels in terms of chord rotation and other damage indexes, together with the energy dissipation demands for each level of seismic hazard. Further, the ratios of column‐to‐beam moment capacity recommended by Eurocode 8 and ACI‐318 to guarantee the formation of a strong column‐weak beam mechanism are examined. Copyright © 2013 John Wiley & Sons, Ltd.     

基于矩匹配算法的山区影像地形辐射校正方法研究

针对山区遥感影像地形辐射校正问题,应用现有模型(如C校正)进行地形辐射校正很难达到理想效果。引入矩匹配算法,利用DEM数据计算坡度、坡向等地形信息,以特定坡度和坡向数据为参考依据,对影像进行地形辐射校正。通过北京房山区SPOT5影像进行试验,表明该方法能在很大程度上消除地形阴影,更好地反映阴影区域的细节信息,同时光谱特性保真程度较好,原模糊的影像区域通过处理基本上达到有效识别地物的要求。     

Higher degree moment tensor inversion of Mani earthquake using far-field broadband recording

Breakthrough point source model, extended earthquake source model is used to calculate more seismic source parameters in this paper. We express seismic source using higher degree moment tensors, to reduce a large number terms originally presenting in higher degree moment tensor representation, Haskell rupture model is used. We inverted the source parameters of Mani earthquake in Tibet using broad-band body wave of 32 stations of Global Seismograph Network (GSN), the results show that it is a strike-slip fault, rupture direction is 75° , rupture duration is 19 s, the fault plan is f =77° , d =88° , l =0° , the auxiliary plane is f =347° , d =90° , l =178° , and the fault dimension is 47 km′ 28 km. These results will give new quantitative data for earth dynamics and have practical meaning for seismic source tomography research.     

PRELIMINARY RESULTS OF EARTHQUAKE MOMENT TENSOR INVERSION IN WESTERN CHINA

PRELIMINARY RESULTS OF EARTHQUAKE MOMENT TENSOR INVERSION IN WESTERN CHINA     

用远场资料反演西藏玛尼地震的高阶地震矩张量

采用扩展震源模型测定出更多的震源参数 .我们把震源用高阶地震矩张量表示 .为了减少在高阶地震矩张量表达式中出现的大量项 ,采用了 Haskell断层模型 .利用 GSN台网 32个台站的宽频带体波资料 ,反演了西藏玛尼地震的震源参数 .通过实际计算表明 ,该震源是一个走滑断层 ,破裂方向 75°,断层面为=77°、δ=88°,λ=0°,辅助面为=347°、δ=90°、λ=1 78°,破裂持续时间为 1 9s,断层尺度为 47km× 2 8km.这些结果将为地球动力学研究提供新的定量资料 ,对于震源层析成像研究等有实际意义 .     

震级国家新标准在内蒙古测震台网速报中的应用

选取内蒙古测震台网2016年1月—2018年9月速报的地震,按照新的国家标准《地震震级的规定》(GB17740—2017)和现行地震速报规定分别重新测定震级,并测定矩震级。结果表明:新国标测定的地震数可较好地满足G—R线性关系,且所测震级更接近矩震级。震级新的国家标准应用后,速报的震级下限降低,地震数明显增加,可有效满足社会发展对有感地震监测服务的需求,并更加科学地为地震预报研究提供基础数据资料。