Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers     

《地震工程与结构动力学》2018,47(5):1329-1351

An effective strategy of seismic retrofitting consists of installing nonlinear viscous dampers between the existing building, with insufficient lateral resistance, and some auxiliary towers, specially designed and erected as reaction structures. This allows improving the seismic performance of the existing building without any major alteration to its structural and nonstructural elements, which makes this approach particularly appealing for buildings with heritage value. In this paper, the nonlinear governing equations of the coupled lateral‐torsional seismic motion are derived from first principles for the general case of a multistory building connected at various locations in plan and in elevation to an arbitrary number of multistory towers. This formulation is then used to assess the performance of the proposed retrofitting strategy for a real case study, namely, a 5‐story student hall of residence in the city of Messina, Italy. The results of extensive time‐history analyses highlight the key design considerations associated with the stiffness of the reaction towers and the mechanical parameters of the nonlinear viscous dampers, confirming the validity of this approach.  相似文献   

南沙海域海底浅层第四系地震地层结构与地质意义          下载免费PDF全文

陈洁  万荣胜  张金鹏  韩冰  苏世龙 《地球物理学报》2018,61(1):242-249

科技进步使得地震采集数据量及其精度实现质的飞跃，南沙海域的地震调查，采用国际先进水平的等离子震源，获得地震剖面精度优于3 m局部甚至可在1 m之内，为科学研究、工程、浅层资源、地质灾害预警等研究奠定基础.在南沙第四系识别出了七个地震反射界面，确定500 ms至海底沉积区间内地震层序与三期海平面升降并与冰期、间冰期对应，典型地震剖面展示第四纪至少有三套完整的具有三角洲顶积层、前积层、底积层的地震相证据，与全球的第四纪海平面的变化一致.精细的浅层地震结构表明：南沙的地质现象丰富，浅层断层非常发育，下切河谷、泥石流、滑坡等地质遗迹的形成的地震相清晰，是地质活动频繁的地区.  相似文献   

利用重复测线校正海空重力仪格值及试验验证   总被引：2，自引：0，他引：2       下载免费PDF全文

黄谟涛  刘敏  邓凯亮  欧阳永忠  陆秀平  翟国君  吴太旗  陈欣 《地球物理学报》2018,61(8):3160-3169

通过分析海空重力测量系统误差的形成机理，我们发现海空重力仪格值标定误差是引起系统性测量偏差的主要因素之一.本文简要介绍了重力仪格值的标定方法，分析论证了格值标定的精度要求，提出了利用东西正反向重复测线检测校正海空重力仪格值的计算模型和补偿方法，分析讨论了该方法的校正精度及其适用条件，利用航空重力实际观测网数据对该方法的合理性和有效性进行了数值验证，证明该方法对消除海空重力测量系统性偏差具有显著作用.  相似文献   

基于浅层反射地震勘探技术的大庆地区近地表构造特征研究          下载免费PDF全文

赵斌  刘财  韦庆海  鹿琪  石金虎  余中元  孙海峰 《地球物理学报》2018,61(8):3385-3399

目前，对于大庆地区的地质构造研究成果仅局限在深部构造上，该地区从未开展过针对近地表隐伏断裂的探查工作.本文采用浅层反射地震勘探方法，查明了克山—大安断裂嫩江组以上地层的详细地层信息以及断裂的展布形态；同时，在主干断裂上覆的背斜构造中，发现了许多次级断裂，这些次级断裂在前人的成果中并未提出过，并且在本区的断裂-褶皱构造体系中，次级断裂的活动特性同样受主干断裂活动的影响；然后通过钻孔验证，证实了浅层反射地震勘探结果的可靠性，并且确定了次级断裂的最新活动时代；最后综合编制了松辽盆地长垣隆起地区浅层地质模型，并讨论了本地区的构造体系受晚白垩纪以来太平洋板块俯冲方向变化的影响而形成的构造特征.本次研究中的方法和成果可为大庆市城市发展规划、重大工程建设选址和大庆油田安全高效生产等提供科学依据，可为其他地区开展近地表断裂探查提供借鉴和参考，为本地区浅层地质构造后续研究提供了基础资料，填补该地区近地表地球物理勘探构造研究的空白.  相似文献   

Permanent earthquake‐induced actions in buried pipelines: Numerical modeling and experimental verification     

《地震工程与结构动力学》2018,47(4):966-987

Buried pipelines are often constructed in seismic and other geohazard areas, where severe ground deformations may induce severe strains in the pipeline. Calculation of those strains is essential for assessing pipeline integrity, and therefore, the development of efficient models accounting for soil‐pipe interaction is required. The present paper is aiming at developing efficient tools for calculating ground‐induced deformation on buried pipelines, often triggered by earthquake action, in the form of fault rupture, liquefaction‐induced lateral spreading, soil subsidence, or landslide. Soil‐pipe interaction is investigated by using advanced numerical tools, which employ solid elements for the soil, shell elements for the pipe, and account for soil‐pipe interaction, supported by large‐scale experiments. Soil‐pipe interaction in axial and transverse directions is evaluated first, using results from special‐purpose experiments and finite element simulations. The comparison between experimental and numerical results offers valuable information on key material parameters, necessary for accurate simulation of soil‐pipe interaction. Furthermore, reference is made to relevant provisions of design recommendations. Using the finite element models, calibrated from these experiments, pipeline performance at seismic‐fault crossings is analyzed, emphasizing on soil‐pipe interaction effects in the axial direction. The second part refers to full‐scale experiments, performed on a unique testing device. These experiments are modeled with the finite element tools to verify their efficiency in simulating soil‐pipe response under landslide or strike‐slip fault movement. The large‐scale experimental results compare very well with the numerical predictions, verifying the capability of the finite element models for accurate prediction of pipeline response under permanent earthquake‐induced ground deformations.  相似文献   

SIMULATION STUDY OF ROAD-CUT EFFECTS ON SLOPE STABILITY     

CHEN Xiao-li  WANG Ming-ming  ZHANG Ling 《地震地质》2018,40(6):1390-1401

Landslides and rock falls along the highway are common geological hazards in Southwest China. As an influencing factor on potential landslides behavior, roads or distance to roads have been successfully used in landslide susceptibility assessments in mountainous area. However, the relationship between the road-cut and the slope stability is not clear. Therefore, we performed two-dimensional slope stability calculation using the general limit equilibrium (GLE)method incorporated in the software SLOPE/W of GeoStudio for stability analysis of slopes. Our studies show that the man-made roads influence on the slope stability mainly exists in two ways:One is to create a new steep slope, which will result in rock falls and shallow landslides along the roads; the other is to influence the stability of the original slope, which will result in comparatively huge landslides. For the latter, our simulation study reveals that the road location, namely at which part of a natural slope to construct a road is important for the slope stability. For a natural slope with a potential slip surface, if a road is constructed at or near the slope toe where the potential slip surface surpasses, it will greatly degrade the slope's factor of safety (Fs) and make the slope unstable; however, if a rode-cut is near the top of the slope, it will increase the slope's Fs and make the slope more stable. The safety location is different for different slope angle, steeper slope needs a higher location for a safety road-cut in comparison with gentle slopes. Moreover, the slope stability decreases when loading a seismic force and it varies with the slope angle. Firstly, the Fs decreases when the slope angle increasing, and when the slope angle reaches 45°, the Fs then becomes greater with the slope angle increasing.  相似文献   

窑洞外形特征对结构抗震性能影响研究          下载免费PDF全文

王飞剑  刘如山  马朝晖 《地震工程学报》2018,40(5):910-918

调查发现山西北部农村地区农居窑洞多是独立式土坯窑洞,结构主要受力体系是土坯砌体砌筑拱结构,其建造无统一标准,外形样式存在差异。由于拱结构的内力分布对外形尺寸变化比较敏感,为研究窑洞外形特征对结构抗震性能影响,建立相应的有限元模型进行计算分析,对比不同外形特征窑洞在地震作用下的损伤情况,并结合历史震害,指出窑洞结构的薄弱位置。研究结果表明覆土较厚的窑洞容易损伤,连拱孔数较多窑洞的两侧位置更容易发生破坏,拱的曲线形状对结构抗震性能有一定影响,合理拱曲线窑洞的抗震性能优于一般形状窑洞。  相似文献   

2017年四川九寨沟7.0级地震前地震应变场分析   总被引：2，自引：1，他引：1       下载免费PDF全文

罗国富  刘忠旺  丁凤和  马禾青  杨明芝 《地震工程学报》2018,40(6):1322-1330

以地震应变场作为地震活动的变量，通过自然正交函数展开方法，计算2017年8月8日四川九寨沟7.0级地震前的地震应变场，提取出震前时间因子的异常变化。计算结果发现应变场前4个时间因子在震前1~3年的中短期异常并不显著，只有第2个和第4个时间因子震前有小幅度的异常变化，分析其原因，时间因子可能受到2008年汶川8.0级地震和2013年岷县漳县6.6级地震前大幅度异常的影响。与时间因子对应的空间等值线形成局部应变高值异常危险区，可能是2013年岷县漳县6.6级地震和2017年九寨沟7.0级地震空间异常的中短期特征。再对比九寨沟7.0级地震前后与松潘-平武7.2级双震的空间异常随时间演变，分析异常发展变化模式的差异，最后应用地震资料的累积频次从物理角度解释异常形成的机制。  相似文献   

Analytical study of ground motion caused by seismic wave propagation across faulted rock masses          下载免费PDF全文

J.C. Li  N.N. Li  S.B. Chai  H.B. Li 《国际地质力学数值与分析法杂志》2018,42(1):95-109

Studying seismic wave propagation across rock masses and the induced ground motion is an important topic, which receives considerable attention in design and construction of underground cavern/tunnel constructions and mining activities. The current study investigates wave propagation across a rock mass with one fault and the induced ground motion using a recursive approach. The rocks beside the fault are assumed as viscoelastic media with seismic quality factors, Q_p and Q_s. Two kinds of interactions between stress waves and a discontinuity and between stress waves and a free surface are analyzed, respectively. As the result of the wave superposition, the mathematical expressions for induced ground vibration are deduced. The proposed approach is then compared with the existing analysis for special cases. Finally, parametric studies are carried out, which includes the influences of fault stiffness, incident angle, and frequency of incident waves on the peak particle velocities of the ground motions.  相似文献   

Fault geometrical model of Dujiangyan section in Longmenshan fault zone          下载免费PDF全文

Hu-Rong Duan  Sheng-Lei Chen  Run Li  Quan-Chao Yan 《地震科学（英文版）》2018,31(3):126-136

The focal mechanism solution on the seismic fault plane can reflect the geometric and kinematic characteristics of faults, and it is an important way to further study the fine structure of fault plane. From the focal mechanism solution of the earthquakes around the Dujiangyan fault in Longmenshan fault zone, we derived the average dip angle of Dujiangyan fault is 45.1° based on the seismic moment tensor theory. In order to refine the fault geometry structure, this paper decomposed it into multiple sub-fault planes along the length and width of the fault plane and forms a number of models A13, B13, A23 a, A23 b, A23 c, B23 a,B23 b and B23 c, then calculated the sub-fault's dip of each model. In order to clarify exactly which one of the fault models is closest to the real fault model, the fault slip was carried out for each model in turn, then compared the surface displacement of each model with GPS observations. The results show that B23 c model with high dip in shallow and small dip in deep is the best model, the lengths of each subfault of Dujiangyan fault from south to north are 33 km, 21 km and 46 km, respectively. When the depth of the fault bottom is about 11 km, the dip angles are 70.56°, 67.41° and 45.55°.When the depth of the fault bottom is about 30 km, The fault dip angles are 44.55°, 29.18° and 44.25°.  相似文献