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The Grid Search Algorithm of Tectonic Stress Tensor Based on Focal Mechanism Data and Its Application in the Boundary Zone of China, Vietnam and Laos 被引量:68
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作者 Yongge Wan Shuzhong Sheng +2 位作者 Jichao Huang Xiang Li Xin Chen 《Journal of Earth Science》 SCIE CAS CSCD 2016年第5期777-785,共9页
Stress field plays a key role in geodynamics. In this study, an algorithm to determine the stress tensor and its confidence range from focal mechanism data by using grid search method was proposed. The experiment uses... Stress field plays a key role in geodynamics. In this study, an algorithm to determine the stress tensor and its confidence range from focal mechanism data by using grid search method was proposed. The experiment uses artificial focal mechanism data which were generated by extensional, compression and strike-slip stress regime and different level of noise, shows that the precision of the estimated stress tensor based on this algorithm is greatly improved compared with traditional algorithms. This algorithm has three advantages:(1) The global optimal solution of the stress tensor is determined by fine grid search of 1o×1o×1o×0.01 and local minimum value is avoided; (2) precision of focal mechanism data can be considered, i.e., different weight of the focal mechanism data contributes differently to the process of determining stress tensor; (3) the confidence range of the determined stress tensor can be obtained by using F-test. We apply this algorithm in the boundary zone of China, Vietnam and Laos, and obtain the stress field with SSE-NNW compressive stress direction and NEE-SWW extensional stress direction. The stress ratio is 0.6, which shows that the eigen values of the stress tensor are nearly in arithmetic sequence. The stress field in this region is consistent with the left-lateral strike slip of the Dienbien-Lauangphrabang arc fault. The result will be helpful in studying the geological dynamic process in this region. 展开更多
关键词 stress tensor grid search focal mechanism uncertainty.
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Vertical variations of wave-induced radiation stress tensor 被引量:3
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作者 郑金海 阎以新 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2001年第4期597-605,共9页
The distributions of the wave-induced radiation stress tensor over depth are studied by us- ing the linear wave theory, which are divided into three regions, i. e., above the mean water level, be- low the wave trough ... The distributions of the wave-induced radiation stress tensor over depth are studied by us- ing the linear wave theory, which are divided into three regions, i. e., above the mean water level, be- low the wave trough level, and between these two levels. The computational expressions of the wave-in- duced radiation stress tensor at the arbitrary wave angle are established by means of the Eulerian coordi- nate transformation, and the asymptotic forms for deep and shallow water are also presented. The verti- cal variations of a 30°incident wave-induced radiation stress tensor in deep water, intermediate water and shallow water are calculated respectively. The following conclusions are obtained from computations. The wave-induced radiation stress tensor below the wave trough level is induced by the water wave parti- cle velocities only, whereas both the water wave particle velocities and the wave pressure contribute to the tensor above the wave trough level. The vertical variations of the wave-induced radiation stress ten- sor are influenced substantially by the velocity component in the direction of wave propagation. The dis- tributions of the wave-induced radiation stress tensor over depth are nonuiniform and the proportion of the tensor below the wave trough level becomes considerable in the shallow water. From the water surface to the seabed, the reversed variations occur for the predominant tensor components. 展开更多
关键词 Linear wave theory wave-induced radiation stress tensor vertical variation
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STUDY ON THE GENERALIZED PRANDTL-REUSS CONSTITUTIVEEQUATION AND THE COROTATIONALRATES OF STRESS TENSOR
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作者 沈利君 潘立宙 何福保 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第8期735-743,共9页
In this paper, the generalized Prandtl-Reuss (P-R) constitutive equations of elastic-plastic material in the presence of finite deformations through a new approach are studied. It analyzes the generalized P-R equation... In this paper, the generalized Prandtl-Reuss (P-R) constitutive equations of elastic-plastic material in the presence of finite deformations through a new approach are studied. It analyzes the generalized P-R equation based on the material corotational rate and clarifies the puzzling problem of the simple shear stress oscillation mentioned in some literature. The paper proposes a modified relative rotational rate with which to constitute the objective rates of stress in the generalized P-R equation and concludes that the decomposition of total deformation rate into elastic and plastic parts is not necessary in developing the generalized P-R equations. Finally, the stresses of simple shear deformation are worked out. 展开更多
关键词 finite elastic-plastic deformations generalized Prandtl-Reuss constitutive equations the corotational rates of stress tensor simple shear stress oscillation
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Stress tensor determination by modified hydraulic tests on pre-existing fractures:Method and stress constraints
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作者 Guiyun Gao Chenghu Wang Ke Gao 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第5期1637-1648,共12页
The hydraulic testing of pre-existing fractures(HTPF)is one of the most promising in situ stress measurement methods,particularly for three-dimensional stress tensor determination.However,the stress tensor determinati... The hydraulic testing of pre-existing fractures(HTPF)is one of the most promising in situ stress measurement methods,particularly for three-dimensional stress tensor determination.However,the stress tensor determination based on the HTPF method requires at least six tests or a minimum of 14-15 tests(under different conditions)for reliable results.In this study,we modified the HTPF method by considering the shear stress on each pre-existing fracture,which increased the number of equations for the stress tensor determination and decreased the number of tests required.Different shear stresses were attributed to different fractures by random sampling;therefore,the stress tensors were obtained by searching for the optimal solution using the least squares criterion based on the Monte Carlo method.Thereafter,we constrained the stress tensor based on the tensile strength criterion,compressive strength criterion,and vertical stress constraints.The inverted stress tensors were presented and analyzed based on the tensorial nature of the stress using the Euclidean mean stress tensor.Two stress-measurement campaigns in Weifang(Shandong Province,China)and Mercantour road tunnel(France)were implemented to highlight the validity and efficiency of the modified HTPF(M-HTPF)method.The results showed that the M-HTPF method can be applied for stress tensor inversion using only three to four tests on pre-existing fractures,neglecting the stress gradient.The inversion results were confined to relatively small distribution dispersions and were significantly reliable and stable due to the shear stresses on the fractures and the stress constraints employed.The M-HTPF method is highly feasible and efficient for complete stress tensor determination in a single borehole. 展开更多
关键词 stress tensor Hydraulic tests on pre-existing fractures Mean stress stress constraint Hydraulic fracturing
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Gedanken Experiment for Fluctuation of Mass of a Graviton, Based on the Trace of GR Stress Energy Tensor-Pre Planckian Conditions that Lead to Gaining of Graviton Mass, and Planckian Conditions That Lead to Graviton Mass Shrinking to 10-62 Grams 被引量:1
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作者 Andrew Walcott Beckwith 《Journal of High Energy Physics, Gravitation and Cosmology》 2016年第1期19-24,共6页
We will be looking at the energy of a graviton, based upon the Stress energy tensor, and from there ascertaining how fluctuations in early universe conditions impact the mass of a graviton. Physically the mass of the ... We will be looking at the energy of a graviton, based upon the Stress energy tensor, and from there ascertaining how fluctuations in early universe conditions impact the mass of a graviton. Physically the mass of the graviton would be shrinking right after Planck time and presumably it would be going to its equilibrium value of about 10<sup>-62</sup> grams, for its present day value. It, graviton mass, would increase up to the Plank time of about 10<sup>-44</sup> seconds. Note that the result that graviton mass shrinks to 10<sup>-62</sup> grams for its present day value works only for relic gravitons. 展开更多
关键词 Heavy Gravity Plank Time stress Energy tensor
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THE STRESS-ENERGY TENSOR AND POHOZAEV'S IDENTITY FOR SYSTEMS
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作者 N.D.Alikakos A.C.Faliagas 《Acta Mathematica Scientia》 SCIE CSCD 2012年第1期433-439,共7页
Utilizing stress-energy tensors which allow for a divergence-free formulation, we establish Pohozaev's identity for certain classes of quasilinear systems with variational structure.
关键词 calculus of variations stress-energy tensor p-Lapacian minimal surface
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Explicit Algebraic Stress Model for Three-Dimensional Turbulent Buoyant Flows Derived Using Tensor Representation
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作者 Ronald M. C. So 《Journal of Applied Mathematics and Physics》 2022年第4期1167-1181,共15页
An explicit algebraic stress model (EASM) has been formulated for two-dimensional turbulent buoyant flows using a five-term tensor representation in a prior study. The derivation was based on partitioning the buoyant ... An explicit algebraic stress model (EASM) has been formulated for two-dimensional turbulent buoyant flows using a five-term tensor representation in a prior study. The derivation was based on partitioning the buoyant flux tensor into a two-dimensional and a three-dimensional component. The five-term basis was formed with the two-dimensional component of the buoyant flux tensor. As such, the derived EASM is limited to two-dimensional flows only. In this paper, a more general approach using a seven-term representation without partitioning the buoyant flux tensor is used to derive an EASM valid for two- and three-dimensional turbulent buoyant flows. Consequently, the basis tensors are formed with the fully three-dimensional buoyant flux tensor. The derived EASM has the two-dimensional flow as a special case. The matrices and the representation coefficients are further simplified using a four-term representation. When this four-term representation model is applied to calculate two-dimensional homogeneous buoyant flows, the results are essentially identical with those obtained previously using the two-dimensional component of the buoyant flux tensor. Therefore, the present approach leads to a more general EASM formulation that is equally valid for two- and three-dimensional turbulent buoyant flows. 展开更多
关键词 Explicit Algebraic stress Model Buoyant Flows tensor Representation
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煤岩张剪裂隙震源机制及应力反演方法
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作者 王恩元 张力 +2 位作者 王笑然 刘晓斐 李楠 《煤炭学报》 北大核心 2026年第1期293-313,共21页
精准监测与定量反演煤岩裂隙形态及应力场分布特征,是揭示冲击地压演化过程及致灾机理的科学基础,更是解决深地工程动力灾变演化问题的重要手段。以位移不连续理论为基础建立不同破裂类型的裂隙震源模型,通过修正Bott假设,提出适用于张... 精准监测与定量反演煤岩裂隙形态及应力场分布特征,是揭示冲击地压演化过程及致灾机理的科学基础,更是解决深地工程动力灾变演化问题的重要手段。以位移不连续理论为基础建立不同破裂类型的裂隙震源模型,通过修正Bott假设,提出适用于张剪裂隙类型的应力反演模型,并融合格里菲斯与摩尔-库仑准则构建复合破裂判据,实现真实裂隙面的有效识别,并以震源机制参数及应力场参数的最优适配为目标,进一步提出裂隙震源与应力联合迭代反演方法,并开展了实验室尺度的煤岩破坏监测反演的实践应用。结果表明:偏移角α可有效区分张拉、剪切及压缩等破坏类型,提出基于张剪复合失效准则的裂隙面与应力迭代求解方法,有效选取真实裂隙面提高应力反演精度,建立裂隙震源与应力的联合交替迭代模型,可有效减少理论滑移方向与真实滑移方向的偏差。在煤岩三点弯曲试验过程中,偏移角α主要处于0°~20°,表明破裂微裂纹主要为张剪复合类型,利用应力反演模型求得最大主应力σ_(1)为拉应力,中间主应力σ_(2)和最小主应力σ_(3)为压应力,应力形状比平均值为0.87,表明σ_(1)占主导作用,σ_(2)和σ_(3)几乎相等,符合三点弯曲试样的受力状态,应力分布影响了试样裂纹运动方向主要为沿X轴方向的张拉分离,并促进了裂纹取向为沿Y轴方向的发育扩展。另外,应力旋转作用导致裂纹面取向在Y轴方向的分量被减小,裂纹运动方向与X轴方向的夹角增大,而这一改变随着应力旋转角度的增大得到加强。利用裂隙震源与应力联合迭代反演方法对应力反演过程进行优化,理论滑移方向与真实滑移方向之间的平均滑移偏差角依次降低了33.91%、79.86%和94.12%。将提出的张剪震源应力反演方法与VAVRYČUK方法进行对比,应力的形状比噪声误差率最大降低了6.49%,三向应力反演精度平均提升了15%~40%,研究成果可为煤岩体动力灾变演化研究提供一种科学方法,为深地工程冲击地压孕育机制解析与灾害预警提供新的理论支撑。 展开更多
关键词 矩张量 震源机制 联合迭代反演 应力分布 应力旋转
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聚变堆包层磁化力数值计算方法的研究和应用
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作者 董海杰 刘翔 +2 位作者 段旭如 武兴华 王晓宇 《核聚变与等离子体物理》 北大核心 2026年第1期36-42,共7页
为了保证托卡马克聚变堆的真空室、偏滤器、包层等结构或部件的安全性,需要在设计过程中准确评估其磁化力和洛伦兹力等电磁力载荷。基于ANSYS提供的棱边元,介绍了一种采用麦克斯韦应力张量法的磁化力数值计算方法。该方法不仅可以计算... 为了保证托卡马克聚变堆的真空室、偏滤器、包层等结构或部件的安全性,需要在设计过程中准确评估其磁化力和洛伦兹力等电磁力载荷。基于ANSYS提供的棱边元,介绍了一种采用麦克斯韦应力张量法的磁化力数值计算方法。该方法不仅可以计算总磁化力,还可以获得载荷在研究对象上的等效分布。研究表明,该方法的计算结果会受到单元尺寸和变形程度的影响,但当仅通过角节点输出力的计算结果时,该影响较小,且计算结果非常接近解析法的近似计算结果。此外,定性分析表明计算的磁化力分布与电磁学相关理论一致。该数值计算方法可应用于针对聚变堆包层的磁化力分析及后续的电磁-结构耦合分析。 展开更多
关键词 托卡马克聚变堆 磁化力 ANSYS 棱边元 麦克斯韦应力张量法
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采动应力干扰下分段压裂裂缝竞争扩展规律及诱导应力场演化机理
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作者 时培涛 闫浩 +2 位作者 张吉雄 陈驰 金磊林 《采矿与安全工程学报》 北大核心 2026年第1期173-187,共15页
压裂技术在煤层增透、促进顶煤冒放、顶板压裂防冲等方面应用广泛。在煤层或顶板中压裂时,采掘活动引起的扰动应力场将直接影响裂缝扩展规律和压裂效果。基于采动应力场中压裂工程背景,提出了采动应力张量变换下压裂模拟方法,通过二次开... 压裂技术在煤层增透、促进顶煤冒放、顶板压裂防冲等方面应用广泛。在煤层或顶板中压裂时,采掘活动引起的扰动应力场将直接影响裂缝扩展规律和压裂效果。基于采动应力场中压裂工程背景,提出了采动应力张量变换下压裂模拟方法,通过二次开发SIGINI子程序实现了平衡态预定义采动应力场,研究了在旋转应力场中分段压裂时裂缝面的扩展规律,并基于李群和李代数描述了诱导应力场三维演化规律。结果表明:在原始地应力场中,随着压裂段间距的增大,裂缝面平均粗糙度和最大高度差总体呈下降趋势,中间裂缝面粗糙度往往最小,表明压裂段间距的增加弱化了缝间应力阴影的影响;在旋转应力场中,中间裂缝面粗糙度往往最大,说明其在扩展过程中弯曲较多;裂缝诱导应力场使部分区域应力发生重定向,并且使应力值大幅变化,从应力阴影到原始地应力区,最小主应力值增加了16.2%,中间主应力值增加了8.5%,最大主应力值减小了71.1%;在裂缝诱导应力场影响范围内,相邻裂缝竞争扩展,旋转应力场推动裂缝面偏转到诱导应力场范围内,受诱导应力场和旋转应力场双重影响,裂缝形态更加复杂。 展开更多
关键词 采动应力 应力旋转 煤层压裂 分段压裂 应力张量
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Summation and decomposition of principal stresses in the crust 被引量:6
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作者 石耀霖 《地震学报》 CSCD 北大核心 2004年第1期106-109,共4页
关键词 地应力 方位角 张量 震源机制 水压破裂法
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Spatio-temporal variation of the stress field in the Wenchuan aftershock region 被引量:3
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作者 Feng Long Guixi Yi +1 位作者 Xueze Wen Zhiwei Zhang 《Earthquake Science》 CSCD 2012年第5期517-526,共10页
Focal mechanism solutions and centroid depths of 312 M≥4 aftershocks from the 2008 Wenchuan earthquake sequence have been derived by CAP (Cut and Paste) method from broadband waveform data with relatively high sign... Focal mechanism solutions and centroid depths of 312 M≥4 aftershocks from the 2008 Wenchuan earthquake sequence have been derived by CAP (Cut and Paste) method from broadband waveform data with relatively high signal-to-noise ratio (SNR). Following this, we have analyzed the distribution of focal depths and the stress tensors, as well as the types of focal mechanisms. The major results are: (1) different cross-sections show that the depth ranges of the aftershocks at the southern and northern ends of the aftershock area along the Longmenshan fault zone are wider than those on the central segment, where rare M≥4 aftershocks occurred at depths shallower than 10 kin. The main faults trend to the NW on the southern and central segments, and for the northern segment, no dominant trend direction has been determined; (2) stress tensor distribution demonstrates that the majority of the aftershock areas on the cross-section along the major axis are mainly under compressive stress perpendicular to the profile; however, for the areas near Lixian, Beichuan, Qingchuan and the shallow parts of its northern segment, large principal stress components are parallel to the major axis profile direction. On the cross-sections perpendicular to the major axis, the three areas above can be divided into two parts: one with dominantly compressional stress near the major faults of the Longmenshan fault zone on the SE side, and the other with NE-direction push along the fault zone on the NW side; (3) the stress tensor distribution in map view is very similar to those on the vertical cross-sections. In map view, the orientation of the principal compressional stress axis $1 on the central segment of the aftershock area presents an SE-trending arc shape; (4) the stress tensor slices at different depths show that the orientation of S1 axis mainly changes on the central segment and at the northern end, indicating that the two segments have different seismogenic structures at different depths; (5) with the exception of the northern end of the aftershock region, the orientation of the $1 axis changes little during the early and late stages, illustrating the seismogenic structures are relatively stable; (6) preliminary analyses for the seismogenic structures at the northern end indicated that deeper strike-slip quakes occurred on the ENE-striking branch at first, and then the NNE-striking branch faults at the northern end were activated and generated a series of relatively shallow strike-slip earthquakes due to subsequent stress-triggering; (7) the aftershock triggering mechanism that occurred near Lixian is different between the shallow and deep depths, and between the early and late stages, indicating that the main faults and the branch faults responsible for aftershocks are at different depths. Consequently, the relaxation effect of the main shock particularIy impacts the branch faults. 展开更多
关键词 Wenchuan earthquake sequence focal depth focal mechanism solution stress tensor stress field
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Regional stress field around the Taigu fault zone in Shanxi Province,China 被引量:2
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作者 Bin Li Zihong Li +3 位作者 Mathilde B.S?rensen Reidar L?vlie Liqiang Liu Kuvvet Atakan 《Earthquake Science》 CSCD 2015年第5期333-345,共13页
A comprehensive study on regional stress field around the Taigu fault zone in Shanxi Province, China, was performed in this study. To get a better understanding of the present-day stress status in this area, 31 focal ... A comprehensive study on regional stress field around the Taigu fault zone in Shanxi Province, China, was performed in this study. To get a better understanding of the present-day stress status in this area, 31 focal mecha- nisms of ML 〉3 earthquakes since 1965 were compiled, and the best stress tensor was then inverted based on the database. Additionally, magnetic fabrics along the Taigu fault zone were investigated to get an indication of the regional stress field in the past. Our results show that the present-day stress field around the Taigu fault zone is characterized by astable NW-SE extension with a strike- slip component, consistent with the geological surveys and recent GPS data. Results from magnetic fabrics indicate that the orientations of principal stress axes from magnetic fabrics of sedimentary rocks in Neogene coincide to the orientations of principal stress axes from focal mecha- nisms. The south segment of the Taigu fault displays more complicated magnetic fabrics and more activity of mod- erate earthquakes. It is connected with the Mianshan west fault and intersects with NW-SE striking Fenyang fault and the north fault of the Lingshi uplift at the south edge of Taiyuan basin. This may be the area needing more atten- tion in terms of seismic risk along the Taigu fault. 展开更多
关键词 Focal mechanisms stress tensor inversion Magnetic fabric Taigu fault Shanxi rift
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Stress and fabric in granular material 被引量:2
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作者 Ching S. Chang Yang Liu 《Theoretical & Applied Mechanics Letters》 CAS 2013年第2期10-15,共6页
It has been well recognized that, due to anisotropic packing structure of granular material, the true stress in a specimen is different from the applied stress. However, very few research efforts have been focused on ... It has been well recognized that, due to anisotropic packing structure of granular material, the true stress in a specimen is different from the applied stress. However, very few research efforts have been focused on quantifying the relationship between the true stress and applied stress. In this paper, we derive an explicit relationship among applied stress tensor, material-fabric tensor, and force-fabric tensor; and we propose a relationship between the true stress tensor and the applied stress tensor. The validity of this derived relationship is examined by using the discrete element simulation results for granular material under biaxial and triaxial loading con- ditions. 展开更多
关键词 stress tensor force fabric tensor material fabric tensor granular material discrete elementmethod
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天然固体及散体材料各向异性破坏性质的描述
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作者 万征 刘媛媛 江培华 《土木工程学报》 北大核心 2026年第2期126-144,共19页
天然固体材料例如岩石或者土体材料都具有显著的各向异性性质,而各向异性性质对于岩石或者土体材料的破坏规律以及变形性质影响无法忽视。从以下3方面对各向异性性质影响破坏规律给出了数学描述。(1)提出了一种广义非线性破坏准则-RMNL... 天然固体材料例如岩石或者土体材料都具有显著的各向异性性质,而各向异性性质对于岩石或者土体材料的破坏规律以及变形性质影响无法忽视。从以下3方面对各向异性性质影响破坏规律给出了数学描述。(1)提出了一种广义非线性破坏准则-RMNLD准则,在偏平面上可描述接近von Mises到SMP准则等一系列破坏曲线的广义准则,在子午面上采用幂函数来描述静水压力的非线性性质。(2)利用组构张量来表述岩石或者土体材料在三维空间中的颗粒排列特性,并将组构张量与普通应力量通过所提出的联合公式表述为联合应力量,将原有普通应力替换为联合应力量,可以用来表达各向异性RMNLD准则。(3)在偏平面上建立由各向异性RMNLD准则到各向同性von Mises准则的映射关系,具体转换过程分为2步,第1步先将各向异性RMNLD准则转换为各向同性RMNLD准则,建立原生各向异性到原生各向同性应力空间的关系,这由普通应力量到联合应力量的映射关系来实现,第2步将各向同性应力空间中的RMNLD准则转换为von Mises法则,这由偏平面上曲边三角形与圆形极半径之比作为对偏应力分量放大系数来实现。通过岩石与黏土,砂土的破坏试验数据以及应力-应变关系测试及所提破坏准则和变换应力方法预测对比,对比结果验证了所提各向异性RMNLD准则以及变换应力方法的正确性以及适用性。 展开更多
关键词 破坏 变形 组构张量 原生各向异性 应力-应变关系
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连续刚构桥悬臂浇筑段纵向预应力张拉顺序施工力学特性分析
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作者 李凯光 《建筑技术》 2026年第1期42-47,共6页
连续刚构桥悬臂浇筑施工过程中,纵向预应力张拉顺序对箱梁受力和变形有一定的影响,通过有限元软件midas Civil对连续刚构桥实例进行施工全过程仿真分析,研究纵向预应力钢束张拉顺序对悬浇箱梁受力和变形的影响,并分析箱梁应力分布规律... 连续刚构桥悬臂浇筑施工过程中,纵向预应力张拉顺序对箱梁受力和变形有一定的影响,通过有限元软件midas Civil对连续刚构桥实例进行施工全过程仿真分析,研究纵向预应力钢束张拉顺序对悬浇箱梁受力和变形的影响,并分析箱梁应力分布规律及其受力机理原因,使其模拟分析结果与预应力受弯构件受力原理相吻合。结构处于线弹性阶段,叠加原理适用,同一工况3次张拉对主梁应力的影响,每种工况分批次张拉,其截面上缘应力是逐渐增加的;其截面下缘应力是逐渐减少的,最终张拉结果拟合成一条曲线。总之,连续刚构桥纵向预应力束张拉顺序对悬臂段内力和应力影响相比位移的影响显著;预应力钢束不同张拉顺序对箱梁位移影响较小。 展开更多
关键词 悬臂浇筑 仿真分析 纵向预应力张拉顺序 线弹性阶段
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THEORETICAL MODEL OF EFFECTIVE STRESS COEFFICIENT FOR ROCK/SOIL-LIKE POROUS MATERIALS 被引量:6
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作者 Kai Zhang Hui Zhou Dawei Hu Yang Zhao Xiating Feng 《Acta Mechanica Solida Sinica》 SCIE EI 2009年第3期251-260,共10页
Physical mechanisms and influencing factors on the effective stress coefficient for rock/soil-like porous materials are investigated, based on which equivalent connectivity index is proposed. The equivalent connectivi... Physical mechanisms and influencing factors on the effective stress coefficient for rock/soil-like porous materials are investigated, based on which equivalent connectivity index is proposed. The equivalent connectivity index, relying on the meso-scale structure of porous material and the property of liquid, denotes the connectivity of pores in Representative Element Area (REA). If the conductivity of the porous material is anisotropic, the equivalent connectivity index is a second order tensor. Based on the basic theories of continuous mechanics and tensor analysis, relationship between area porosity and volumetric porosity of porous materials is deduced. Then a generalized expression, describing the relation between effective stress coefficient tensor and equivalent connectivity tensor of pores, is proposed, and the expression can be applied to isotropic media and also to anisotropic materials. Furthermore, evolution of porosity and equivalent connectivity index of the pore are studied in the strain space, and the method to determine the corresponding functions in expressions above is proposed using genetic algorithm and genetic programming. Two applications show that the results obtained by the method in this paper perfectly agree with the test data. This paper provides an important theoretical support to the coupled hydro-mechanical research. 展开更多
关键词 rock/soil-like porous materials generalized model for effective stress coefficient tensor equivalent connectivity index of pore genetic algorithm
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Moment tensor inversion for focal mechanism of the Beibuwan earthquakes 被引量:2
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作者 周荣茂 陈运泰 吴忠良 《Acta Seismologica Sinica(English Edition)》 CSCD 1999年第6期609-617,共9页
Two earthquakes of Ms=6.0 and Ms=6. 1 consecutively occurred on December 31, 1994 and January 10, 1995 in Beibuwan region, China. By using the generalized reflection-transmission coefficient matrix and the discrete sl... Two earthquakes of Ms=6.0 and Ms=6. 1 consecutively occurred on December 31, 1994 and January 10, 1995 in Beibuwan region, China. By using the generalized reflection-transmission coefficient matrix and the discrete slowness integration method in the calculation of Green's functions, we obtained the focal mechanisms of these earthquakes using long-period waveforms of regional body waves recorded by the China Digital Seismograph Network (CDSN) by means of moment tensor inversion method in frequency domain. The results inverted indicate that the focal mechanisms of these two earthquakes were similar to each other. Their principal compressional stresses are in NW-SE direction and principal tensional stresses are in NE-SW direction. It turns out that the occurrence of the two earthquakes was controlled by the same tectonic environment related to the collision of the Philippine Plate and the Eurasian Plates. On the other hand, the results imply that the stress field in the seismogenic region has a significant change after the Ms=6.0 earthquake. It may be proposed that the occurrence of the Ms=6. 1 earthquake could be related to the stress field adjustment caused by the Ms=6.0 earthquake. 展开更多
关键词 moment tensor inversion focal mechanism Beibuwan earthquakes stress field
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Summation and decomposition of principal stresses in the crust
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作者 SHI Yao-lin(石耀霖) 《Acta Seismologica Sinica(English Edition)》 CSCD 2004年第1期114-118,共5页
In the compilation of World Stress Map, 9% of data comes from overcoring and hydraulic fracturing measurement, 23% from borehole breaking off, 63% from earthquake focal mechanism, and 5% from young geological inve... In the compilation of World Stress Map, 9% of data comes from overcoring and hydraulic fracturing measurement, 23% from borehole breaking off, 63% from earthquake focal mechanism, and 5% from young geological investigation (Zoback, et al, 1989).…… 展开更多
关键词 stress tensor earthquake mechanism
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Moment tensor inversion of the November 6, 1988 MS=7.6, Lancang-Gengma, China,earthquake using long-period body-waves data 被引量:3
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作者 许力生 吴忠良 陈运泰 《Acta Seismologica Sinica(English Edition)》 CSCD 1999年第4期379-389,共11页
Moment tensor inversion was carried out to myert the source mechanism and source time function of the Ms=7.6November 6. 1988, Lancang-Gengma. Yunnan Province, Chin4 earthquake. Waveforms of long-period bodywaves recor... Moment tensor inversion was carried out to myert the source mechanism and source time function of the Ms=7.6November 6. 1988, Lancang-Gengma. Yunnan Province, Chin4 earthquake. Waveforms of long-period bodywaves recorded by China Digital Seismograph Network (CDSN) were used in the inversion. The inverted resultshows one nodal plane of right-lateral strike-slip faulting and another of left-lateral strike-slip faulting and a simplesource time function of a duration of about 15 s and scalar seismic moment of 6.4x 102oN-N-m From the geologicaldata and tectonic settings and also from field observations and epicentral distribution of aftershocks, the nodalplane striking in the azimuth of 313° is preferred as the fault plane. The pressure axis lies almost horizontally innorth-south direction. 展开更多
关键词 moment tensor inversion focal mechanism principal stress axis source-time function
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