Study on Occurrence Mechanism of Coal Pillar in L-Shaped Zone during Fully Mechanized Mining Period and Prevention Technology by Zeng-qiang Yang, Hong-mei Wang, De-quan Sun, Xian-jian Ma, Ming-bao Xu, Nai-xin Si

“…The results show that a coal pillar with some confining pressure in the L-shaped zone is established by FLAC3D numerical simulation software, and the numerical simulation results indicate that the change in static load has a greater effect than dynamic load on coal pillar unstable failure; the static load plays a role in storing energy, and dynamic load plays a role in inducing rock burst; the bolt-mesh-cable support and high-pressure water jet unloading combined technology is put forward to prevent rock burst in roadways, and the numerical simulation results show that stress distribution of surrounding rock meets the model of strong-soft-strong (3S) structure, and the moment distribution is reasonable. …”
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Study on Catastrophe Instability of Support System in Gypsum Goaf Based on Energy Dissipation Theory by Yuejin Zhou, Xiaoding Xu, Xiaotong Li, Meng Li, Yugui Yang

“…These parameters are ranked by their sensitivity from high to low, as is shown below: beam thickness, plastic zone width, room span, pillar width, and pillar height. …”
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Study of Simulation Test in Inclusion Rockburst by Zhidong Wang, Liyun Li, Bingquan Liu, Chuang Han, Tianxiang Lan

“…The dynamic ejection failure of the rock fragments occurs when the degree of failure is severe, and the static failure occurs when the degree of failure is weak. …”
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The effect of core stabilization exercises and shock wave therapy in patients with radiculopathy by J. Bubelis

“…Radiculopathy is a damage to the nerve root of the lumbar spine, which develops due to nerve root pressure and irritation. …”
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Analysis on Force Transmission Characteristics of Two-Legged Shield Support under Impact Loading by Qing-liang Zeng, Zhao-sheng Meng, Li-rong Wan, Cheng-long Wang

“…The setting force of the leg was provided by the preload of the equivalent spring, the static roof load was simulated using a slope signal, and the impact load was simulated using a step signal. …”
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A New Theoretical View of Rockburst and Its Engineering Application by Junfeng Pan, Shaohong Liu, Shuwen Wang, Yongxue Xia

“…Traditionally, rockburst is considered as a dynamic phenomenon of sudden destruction of coal/rock mass. In this study, rockburst is treated as an event process rather than a phenomenon. …”
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Comparison of Aerodynamic Effects on the Commonwealth Advisory Aeronautical Research Council (CAARC) Tall Building Model Tested in Two Wind Tunnel Laboratories by Yuhao Zhu, Xu Zhou, Yong Chen, Chenyan Ma, Lingjun Wang, Chaorong Zheng, Bowen Yan

“…The inaccurate measurement of static pressure leads to these results. To address this issue, an indirect measurement method was employed to correct the static pressure results and reduce the error in the mean wind pressure coefficient to within 10%. …”
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Lower Bound Solution of Foundation Bearing Capacity beneath Strip Footing Based on Parabolic Mohr Failure Criterion by Fang Wei, Shi Li-jun

“…Finally, the reliability of the proposed method is verified by some rock foundation loading tests.…”
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Mechanical Behavior and Acoustic Emission Characteristics of Sandstone Under Different Cyclic Loading and Unloading Disturbance Rates by Pengpeng Wang, Liu Bin, Chunwei Ling, Qingshan Ren, Baohui Xu, Xuyu Hu

“…ABSTRACT The frequency of dynamic disasters is escalating in deep coal mining, with an increasing number of disasters induced by the combined static and dynamic loading. To investigate the mechanical behavior of deep sandstone under mining, cyclic disturbance, uniaxial cyclic loading, and unloading tests with equal amplitude were conducted at four different disturbance rates on the basis of static loading. …”
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Investigation of Strong Strata Behaviors in the Close-Distance Multiseam Coal Pillar Mining by Hongwei Mu, Yongsheng Bao, Dazhao Song, Dongfang Su

“…Furthermore, the results of the study indicated that the main factors affecting the strong strata behaviors were the static stress concentration caused by the overlying coal pillars and the dynamic disturbance caused by the fracturing and slipping of the overlying coal pillars and roof under the influence of mining. …”
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Study on the Creep Damage Characteristics of Shale under the Combined Action of Osmotic Pressure and Disturbance Load by Junguang Wang, Qingrong Yu, Bing Liang, Zhangqing Xuan

“…In the method of staged loading, the rock uniaxial compression perturbation creep test under static axial pressure, different perturbation frequencies, and different seepage water pressures was carried out, and the creep characteristics of shale under the combined action of perturbation and seepage were studied. …”
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Inverse Modeling of Nonlinear Artificial Muscle Using Polynomial Parameterization and Particle Swarm Optimization by Mohd Azuwan Mat Dzahir, Shin-ichiroh Yamamoto

“…This inverse modeling of PAM implemented a simple approach, but it should be useful in control design applications such as rehabilitation robotics, biomedical system, and humanoid robots.…”
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STEADFAST: Psychotherapeutic Intervention Improves Postural Strategy of Somatoform Vertigo and Dizziness by Christoph Best, Regine Tschan, Nikola Stieber, Manfred E. Beutel, Annegret Eckhardt-Henn, Marianne Dieterich

“…Seventeen SVD patients took part in the study. The effects of PTI on SVD were evaluated with quantitative static posturography. …”
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Effect of Blade Outlet Angle on Unsteady Hydrodynamic Force of Closed-Type Centrifugal Pump with Single Blade by Yasuyuki Nishi, Junichiro Fukutomi

“…For this reason, the static pressure around the impeller fluctuates greatly when the impeller is rotating, and not only the radial thrust but also the axial thrust shows large fluctuations. …”
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Study on Single Event Upset and Mitigation Technique in JLTFET-Based 6T SRAM Cell by Aishwarya K, Lakshmi B

“…After verifying SRAM circuit for its functionality, the stability parameters, read static noise margin (RSNM), write static noise margin (WSNM), read/write delay, and power consumption are evaluated. …”
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Analysis of Energy Dissipation Characteristics of Damaged Sandstone under Impact Load by Feng Wang, Haibo Wang, Ying Xu, Bing Cheng, Qianqian Wang

“…Finally, the energy dissipation characteristics of damaged rock under impact load are analyzed. The results show that the damage factor of sandstone increases with the increase of the upper limit of stress after cyclic static loading. …”
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Seismic Stability of Subsea Tunnels Subjected to Seepage by Xuansheng Cheng, Yi Ren, Xiuli Du, Yida Zhang

“…Strength reduction method and ADINA software are adopted to study the stability of submarine tunnel structures subjected to seepage and earthquake under different seawater depths and overlying rock strata thicknesses. First, the excess pore water pressure in the rock mass is eliminated through consolidation calculation. …”
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A Coupled Gas Flow-Mechanical Damage Model and Its Numerical Simulations on High Energy Gas Fracturing by Yu Bai, Li Sun, Chenhui Wei

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An Empirical Study of the Features of Coordination Functions in Hearing-Impaired Children of Primary School Age by L.N. Molchanova, A.V. Buzovkina

“…According to this theory, there are five levels of the movement construction system: the level of static coordination (A), the level of dynamic coordination (B), the level of spatial coordination (C), the level of object coordination (D) and the level of symbolic coordination (E). 60 respondents took part in the study. 30 hearing-impaired primary schoolchildren (7–11 years old) with sensorineural hearing loss (13 girls and 17 boys) were included in the experimental group, and 30 primary schoolchildren (7–11 years old) without hearing impairment formed the control group (16 girls and 14 boys). …”
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Experimental Study of Dynamic Mechanics Characteristics of Saturated Marble under Low Temperature by Yang Yang, Jianguo Wang

“…From −5°C to −20°C, the ice medium and marble matrix contract when cooled, and the microcracks and micropores caused by the phase transition gradually close during the contraction process, the integrity of the rock is restored, and the dynamic strength of the rock is increased. …”
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