弹性能量半径演化谱及其在多自由度体系地震反应计算中的应用     

彭灏  温卫平  张培  孔璟常 《地震工程与工程振动》2022,42(1):260-266

目前用于结构抗震设计的反应谱仅能反映峰值反应,无法体现反应值随时间的变化。文中提出一种弹性能量半径演化谱,可反映线性单自由度体系弹性能量(即动能与弹性势能之和)随地震持时的变化,且其峰值近似等于结构峰值位移。文中给出了利用地震动演化功率谱得到该演化谱的方法并进一步发展了一种计算线性多自由度体系地震位移反应的新方法。通过两座框架结构的地震反应计算,将新方法与传统振型组合法及时程分析法的计算结果进行对比,发现对于振型稀疏结构,新方法计算结果与SRSS法接近;而对于振型密集结构,新方法计算结果较CQC法更精确,且避免了CQC法相关系数的复杂计算。  相似文献   

Rapid report of the 8 January 2022 ​MS 6.9 Menyuan earthquake,Qinghai, China     

Hongfeng Yang  Dun Wang  Rumeng Guo  Mengyu Xie  Yang Zang  Yue Wang  Qiang Yao  Chuang Cheng  Yanru An  Yingying Zhang 《地震研究进展（英文）》2022,2(1):100113

The M_S 6.9 Menyuan earthquake in Qinghai Province, west China is the largest earthquake by far in 2022. The earthquake occurs in a tectonically active region, with a background b-value of 0.87 within 100 ?km of the epicenter that we derived from the unified catalog produced by China Earthquake Networks Center since late 2008. Field surveys have revealed surface ruptures extending 22 ?km along strike, with a maximum ground displacement of 2.1 ?m. We construct a finite fault model with constraints from InSAR observations, which showed multiple fault segments during the Menyuan earthquake. The major slip asperity is confined within 10 ?km at depth, with the maximum slip of 3.5 ?m. Near real-time back-projection results of coseismic radiation indicate a northwest propagating rupture that lasted for ～10 ?s. Intensity estimates from the back-projection results show up to a Mercalli scale of IX near the ruptured area, consistent with instrumental measurements and the observations from the field surveys. Aftershock locations (up to January 21, 2022) exhibit two segments, extending to ～20 ?km in depth. The largest one reaches M_S 5.3, locating near the eastern end of the aftershock zone. Although the location and the approximate magnitude of the mainshock had been indicated by previous studies based on paleoearthquake records and seismic gap, as well as estimated stressing rate on faults, significant surface-breaching rupture leads to severe damage of the high-speed railway system, which poses a challenge in accurately assessing earthquake hazards and risks, and thus demands further investigations of the rupture behaviors for crustal earthquakes.  相似文献   

多目标区域地球化学编图数据整理方法—以海河流域编图为例     

张素荣  赵更新  贺福清  滕菲  高学生 《华北地质》2012,(3):214-220

多目标区域地球化学编图是科学表达区域土壤地球化学分布和特征的图示方法,大区域的编图一般可能涉及到对不同的工作区、不同实验室和不同时间的测试数据,以及不同景观条件和网度的表层、深层土壤元素数据或不同分度带的网格数据分别进行拼接合并,因此区域编图对原始数据的整理和网格化处理不可避免.而不同的数据整理方法及其计算参数所形成的结果是非常不同的,数据本身的特点也对编图具有很大的影响.为了真实客观地反映区域内元素的地球化学分布特征,数据整理和处理的方法及技术参数的选择是关键技术问题.作者就化探数据处理中常用的几种插值方法进行了对比评价,并分别从网格间距及搜索半径大小等方面做比较,提出了自己在编图中采用的数据处理方法及选用的技术参数.  相似文献   

Discrete modelling of time‐dependent rockfill behaviour     

Claire Silvani  Thierry Désoyer  Stéphane Bonelli 《国际地质力学数值与分析法杂志》2009,33(5):665-685

This modelling study deals with the time‐dependent behaviour of rockfill media, which is of particular interest during the life of rockfill dams. Breakage of rock blocks and crack propagation are the main processes responsible for rockfill creep and collapse. The modelling procedure presented here is performed on two scales: on the rock block scale, where the grain is taken to be an assembly of rigid particles initially endowed with cohesive bonds, and on the rockfill scale, which is taken to involve a set of breakable grains interacting via contact and friction processes. The grain breakage process is described in term of a thermodynamically consistent damage interface model, where the damage is a gradual delayed process. This model was implemented in a non‐smooth contact dynamics code. The effects of the main parameters involved were analysed by performing numerical studies. The ability of the model to predict the creep behaviour of rockfill media is confirmed by presenting several simulations. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Elasticity soltion of rupture model of shallow earthquake     

Li YU  Zhaohua YANG  Yingyu JIN  Li ZHANG 《世界地质(英文版)》2008,11(4)

Based on the theory of elastic mechanics, and using the typical rupture model of shallow earthquake, the authors considered the shallow earthquake as a plane mechanical problem, which was constructed the corresponding mechanical model. By the stress components' formulas of the semi-infinite model acted by the finite even shearing force, the main stress is deduced. It is clear that the sector on the right of the center section is squeezed zone, where the maximum principal stress points at the "source of stress", and that on the left is tensile zone, where the minimum principal stress points to the "source of stress".  相似文献   

斜压罗斯贝变形半径优化的误差相关尺度及其对最优插值效果的改进   总被引：2，自引：0，他引：2  

王公杰  张韧  陈建  王辉赞  王璐华 《海洋学报》2014,36(1):109-118

利用最优插值方法进行三维温盐场重构时,如何正确估算背景场误差协方差至关重要。针对背景场误差协方差主要取决于误差相关尺度的问题,本文提出了用中国东部海域及其附近海域的最新的高分辨率气候态数据进行斜压罗斯贝变形半径优化其误差相关尺度计算的研究方案和技术途径;对比分析了均一化相关尺度方案和法国ISAS系统尺度方案,讨论了变形半径对最优插值的影响。结果表明:均一化相关尺度方案的均方根误差小于ISAS方案,但温度场过于平滑,难以刻画一些重要的物理现象;相比而言,本文提出的基于变形半径的相关尺度方案在取2倍变形半径时,不仅均方根误差在各水平层较小,且温度场能够更好地刻画四国海盆海域涡旋及黑潮影响的温度场三维结构。由于实际海洋中各层物理过程的尺度存在差异,实际应用时各层的最优尺度设置也应有所不同。  相似文献   

A water movement study in Lianzhou Bay,Guangxi Province,China     

SUN Ting  Andreas Macrander  and David Kaiser 《中国海洋大学学报(英文版)》2014,13(1):13-22

This study investigates the physical conditions (water depth, current speed, salinity, temperature) in Lianzhou Bay, a shallow coastal bay in southern China, during two expeditions in the dry and wet seasons of 2011. Based on these expedition data, basic hydrodynamic parameters like Brunt-Väisälä Frequency, Richardson Number, Rossby radius, and Resonance Period are calculated. The results show that Lianzhou Bay is characterized by comparatively small quantity of freshwater input and weak stratification. Strong tides, which are spatially uniform within the bay, cause turbulent mixing. Residence time of the water is shorter in winter due to a stronger coastal current in that season. Consideration of the water movement may help to reduce the harmful ecological impact of aquaculture waste water discharge.  相似文献   

2001年昆仑山口西MS8.1地震地表同震位移分布特征   总被引：10，自引：1，他引：9       下载免费PDF全文

陈杰  陈宇坤  丁国瑜  王赞军  田勤俭  尹功明  单新建  王志才 《地震地质》2004,26(3):378-392

沿长约 4 2 6km的 2 0 0 1年昆仑山口西MS8 1地震地表破裂带共获得 2 91个点的地表同震水平左旋位移数据 ,并在其中 1 1 1个点获得了垂直位移数据。该地震总体以左旋水平位移为主 ,兼具一定的垂直位移。最大地表左旋水平位移值可达 6 4m ,平均水平位移约为 2 7m ,绝大多数测点的垂直位移均 <1m。地表水平位移沿主破裂带走向位移梯度变化于 1 0 - 1～ 1 0 - 4之间 ,这一起伏变化可能起因于野外测量误差、沿主破裂带岩性或松散沉积物厚度的变化、地表破裂带几何结构的不均匀性、地表破裂走向的变化、不同破裂段在昆仑山口西 8 1级地震之前的地震中滑动量的起伏变化 ,以及大量非脆性变形、次级破裂的存在等。水平位移沿主破裂带的长波长 (数十公里至数百公里 )起伏变化较有规律 ,在布喀达坂峰以东表现为分别以 5个水平位移峰值为中心而有规律地起伏变化。这5个位移峰值分别对应于不同的次级地震地表破裂段。各破裂段水平位移峰值均向阶区或拐点逐渐衰减 ,不同地表破裂段位移峰值向两侧衰减的速率是不同的 ,这种位移梯度的不对称分布可能指示了地震破裂的扩展方向。上述位移分布特征真实地反映了地表可见脆  相似文献   

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ML3.7?????????????????93°?????????????????????С??????????????????????????????????2???????￡????????????????????????????????????????????????????????????????4??2??28??ML3.8?????????λ?????????????????????????????????????????????????????????￡????????????  相似文献   

现有孕震模式的研究及其修正     

陆明勇 《大地测量与地球动力学》1995,(4)

在国内外现行的主要孕震模式的基础上，得出了一个较为合理的详细阐述孕震过程的模式。该模式由（Ⅰ）弹性变形、（Ⅱ）扩容、（Ⅲ）前兆蠕动、（Ⅳ）地震、（Ⅴ）震后调整等阶段组成，主要强调液体（水）存在；发生大小地震的断层均由积累单元和调整单元组成，余震是大震后构造剪切应力重新调整以及主断层未破裂区和位于它两侧尺度小、长度短的断层未破裂区共同破裂的结果。最后，运用断裂力学理论对该模式的孕震过程进行了比较圆满的解释。  相似文献