Modulation instability dynamics of coupling pulses with different powers in nonlinear fibers

In the paper, the modulation instability (MI) of the pulses with different powers is studied based on the modified coupled nonlinear Schrödinger equations in nonlinear fiber. By analyzing MI gain spectrum with different power ratios, it shows that the increase of power ratio leads to the diminution in the range of strongly unstable frequency and the decrease in the gain of MI spectra. With a fixed power ratio, the increased relaxation time is equally suppressing overall MI.     

Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation

Considering that there are some limitations in analyzing the anti-sliding seismic stability of dam-foundation systems with the traditional pseudo-static method and response spectrum method,the dynamic strength reduction method was used to study the deep anti-sliding stability of a high gravity dam with a complex dam foundation in response to strong earthquake-induced ground action.Based on static anti-sliding stability analysis of the dam foundation undertaken by decreasing the shear strength parameters of ...     

Measurements of fuel mixture fraction oscillations of a turbulent jet non-premixed flame

This work describes new type of combustion instability for which the 3-way coupling between mixing, flame heat release, and acoustics is modified by local buoyancy effects. Measurements of fuel mixture fraction are made for a non-premixed jet flame in a combustion chamber to assess the dynamics of mixing under imposed acoustic oscillations (22-55 Hz). Infrared laser absorption and phase resolved acetone-planar laser induced fluorescence are used to measure the fuel mixture fraction and then the degree of fuel/air mixing is calculated by determining the unmixedness. Results show acoustic excitation causes oscillations in the degree of fuel/air mixing at the driving frequency, which results in oscillatory flame behavior. This oscillatory flame behavior couples to the buoyancy and this in turn affects the mixing. Results also show that the mixing becomes less effective when the excitation frequency is increased or when the flame is present, compared to the non-reacting case. This work describes a key coupling mechanism that occurs when buoyancy is a significant factor in the flow field.     

Hybrid Aging Delay Model Considering the PBTI and TDDB

With a 45 nm process technique, the shrinking silicon feature size brings in a high-k/metal gate which significantly exacerbates the positive bias temperature instability (PBTI) and time-dependent dielectric breakdown (TDDB) effects of a NMOS transistor. However, previous works presented delay models to characterize the PBTI or TDDB individually. This paper demonstrates that the delay caused by the joint effects of PBTI and TDDB widely differs from the cumulated result of the delay caused by the PBTI and TDDB, respectively, with the experiments on an inverter chain. This paper proposes a hybrid aging delay model comprising both the PBTI and TDDB effects by analyzing the relationship between the aging propagation delay and the inherent delay of the gate. Experimental results on the logic gates under 45 nm, 32 nm, 22 nm, and 16 nm CMOS technologies show that the maximum error between the proposed model and the actual value is less than 2.5%, meanwhile the average error is about 1.5%.     

考虑P-Δ效应的结构地震倒塌及影响因素分析

P-Δ效应是引起结构在地震作用下倒塌的主要原因之一。以钢框架结构为研究对象,采用增量动力分析法（IDA）和推覆法（Pushover）分析了结构在考虑P-Δ效应时的地震响应特征。结果显示：考虑P-Δ效应后,结构的整体刚度降低,结构下部较容易出现动力失稳,而上部经历卸载,层间位移较小;由于几何非线性与材料非线性的共同作用,骨架曲线会产生明显的负刚度;对具有负刚度的骨架曲线,用三段折线模型进行简化更为合适。基于完全弹塑性滞回模型,研究了不同骨架曲线参数对结构抗倒塌能力的影响。结果表明：二阶效应系数增大,结构发生倒塌的概率增加,而名义延性系数和屈服后刚度比增大则会使结构的抗倒塌能力增强。     

STUDY ON FRACTURE AND MOVEMENT OF OVERLYING BEDROCK IN SHALLOW SEAM UNDER THICK SAND

Based on the field observation results of ground pressure in shallow seam, the movement characteristics of overlying strata in front and behind and the subsidence of the earth‘s surface are studied. Also, the paper analyzes the stability of overlying bedrock according to the theory of voussoir beam‘s “S-R“ stability and the hypothesis of step subsidence. It points out that slide instability is the fundamental form of overlying bedrock movement.     

顶板岩梁结构的稳定性与支护系统刚度

借助结构稳定理论，分析了工作面顶板“三铰拱”结构、“砌体梁”结构的变形失稳机理，建立了顶板变形失稳的几何、载荷参数条件，提出了确定合理支架刚度的标准及计算公式。同时指出，顶板岩层流变会降低顶板结构承载能力，促使变形失稳发生。     

电力系统电压稳定性的预防与校正控制

针对世界上不同电力系统中报告的电压不稳定事故,详细介绍了利用电压不稳定指示器来预防与校正控制电力系统中的电压不稳定性问题。通过实际应用及时解决了许多电力系统的电压不稳定问题,消灭了隐患。     

浅埋近距离煤层开采房式煤柱群动态失稳致灾机制

针对我国西部矿区浅埋近距离煤层房采煤柱下开采时易发生工作面压架、地表台阶塌陷以及矿震灾害的现象，采用物理模拟及数值模拟方法对下煤层工作面采动时上覆房采煤柱群的动态失稳过程及工作面压架机理开展研究。实测统计榆阳区部分矿井本煤层房式开采后，只有当房采煤柱的弹性核区比例大于31%时，房采煤柱才能处于长期稳定。下煤层采后的模拟结果表明:上覆房采煤柱的破坏形式及其失稳次序同其与下煤层工作面相对位置密切相关，房采煤柱依次从工作面开切眼位置、工作面位置、采空区中部位置发生破坏及失稳，且工作面开切眼和工作面位置处煤柱多发生顺向采空区的斜切破坏，而采空区中部煤柱则发生垂向压裂破坏。根据石圪台煤矿数值模拟结果显示，上部2-2煤层房采后煤柱支承应力峰值由原岩应力2.8 MPa增大至12 MPa，应力集中系数为4.28;当下部3-1煤层工作面采后，上覆2-2煤层房采煤柱的支承应力峰值增大至30 MPa，应力集中系数达10.71;下煤层工作面开切眼侧与工作面正上方的房采煤柱呈现垂向不均匀承载特征以及受水平拉伸变形影响，是导致边界处房采煤柱易出现对角斜切破坏模式的主因。两侧边界煤柱失稳后，其顶板岩层瞬间发生整体拉剪破断从而引发矿震，顶板多层岩层以“整体运动”的形式急剧快速下沉并撞击底板，将采空区中部上方的房采煤柱压垮压塌，同时巨大的冲击力进而导致上下煤层间的岩层发生全厚切落，造成下煤层工作面发生切顶压架。实验发现从上覆房采煤柱群首个煤柱发生破坏至整体失稳运动并达到稳定，历时仅约为0.45 s，其中，上下煤层之间的岩层发生全厚切落历时仅约为0.05 s。