• Journal of Haehwa Medicine
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• v.14 no.2
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• pp.159-169
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• 2005

Objectives and methods: We investigated 17 books to study symptoms, pathology and acupuncture & moxibustion treatment of Hu-Ro(fatigue). Results and Conclusions: 1. The symptoms of Hu-Ro are the deafness, the amblyopia, the mass of sweat, the stiff joint, etc. There are also symptoms such as the fever of palm and legs, avoiding cold temperature in the afternoon, the fever during night time, the stomach fullness and diarrhea, the powerlessness of limbs, red colored urine. 3. The representing pathological mechanisms of Hu-Ro are Yang-deficiency(陽虛), Yin-deficiency(陰虛), Energy(Qi)-deficiency(氣虛), Blood(Hyul)-deficiency(血虛). The other pathological mechanisms are deficiency of Liver, Heart, Spleen, Lung, Kidney and the basic Energy. 4. The fundamental treatment of Hu-Ro is "warming on worned ones(勞者溫之), supplying on damaged ones(損者益之), strengthening the weakened ones(虛卽補之)" as basis and also supplying blood with fostering spleen(養血建脾) and droping fever with clearing the clogged(降火淸鬱). 5. The meridians that could be used in acupuncture and moxibustion treatment application of Hu-Ro are the urinary bladder meridian, the conception vessel meridian(任脈), governor channel meridian(督脈), kidney meridian(腎經), liver meridian, heart meridian, spleen meridian, lung meridian, stomach meridian, small intestine meridian, gall bladder meridian, pericardium meridian and triple-warmer meridian in order of frequently refered. 6. The meridian points that could be used in acupuncture and moxibustion treatment application of Hu-Ro are Joksamni (足三里:25times), Sinsu(腎兪:20回), Bisu(脾兪:19回), Pyesu(肺兪:18回), Qihye(氣海:17回), Gohwang(膏肓:15回), Kwanwon(關元:14回), Sameumgyo(三陰交:13回), Eumgeuk(陰郄:12回), Daechu(大樞:12回), Sinmun(神門:11回), Simsu(心兪:11回), Nyegwan(內關:10回), Jungwan(中脘:10回) in order of frequently refered.

• Journal of Electrical Engineering and Technology
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• v.11 no.3
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• pp.609-617
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• 2016

Belt-driven Starter Generator (BSG) differs from other mild hybrid systems as the crankshaft of vehicle are not run off. Motor permits a low-cost method of adding mild hybrid capabilities such as start-stop, power assist, and mild levels of regenerative braking. Wound rotor synchronous motor (WRSM) could be adopted in BSG system for HEV e-Assisted application instead of the interior permanent magnet synchronous motor (IPMSM). In practice, adequate torque is indispensable for starter assist system, and energy conversion should be taken into account for the HEV or EV as well. Particularly, flux weakening control is possible to realize by adjusting both direct axis components of current and field current in WRSM. Accordingly, this paper present an off-line current acquisition algorithm that can reasonably combine the stator and field current to acquire the maximum torque, meanwhile the energy conversion is taken into consideration by losses. Besides, on account of inductance influence by non-uniform air gap around rotor, nonlinear inductances and armature flux linkage against current variation are proposed to guarantee the results closer to reality. A computer-aided method for proposed algorithm are present and results are given in form of the Look-up table (LUT). The experiment shows the validity of algorithm.

• Computers and Concrete
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• v.20 no.5
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• pp.545-553
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• 2017

A pounding tuned mass damper (PTMD) can be considered as a passive device, which combines the merits of a traditional tuned mass damper (TMD) and a collision damper. A recent analytical study by the authors demonstrated that the PTMD base on the energy dissipation during impact is able to achieve better control effectiveness over the traditional TMD. In this paper, a PTMD prototype is manufactured and applied for seismic response reduction to examine its efficacy. A series of shaking table tests is conducted in a three-story building frame model under single-dimensional and two-dimensional broadband earthquake excitations with different excitation intensities. The ability of the PTMD to reduce the structural responses is experimentally investigated. The results show that the traditional TMD is sensitive to input excitations, while the PTMD mostly has improved control performance over the TMD to remarkably reduce both the peak and root-mean-square (RMS) structural responses under single-dimensional earthquake excitation. Unlike the TMD, the PTMD is found to have the merit of maintaining a stable performance when subjected to different earthquake loadings. In addition, it is also indicated that the performance of the PTMD can be enhanced by adjusting the initial gap value, and the control effectiveness improves with the increasing excitation intensity. Under two-dimensional earthquake inputs, the PTMD controls remain outperform the TMD controls; however, the oscillation of the added mass is observed during the test, which may induce torsional vibration modes of the structure, and hence, result in poor control performance especially after a strong earthquake period.

• Structural Engineering and Mechanics
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• v.75 no.5
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• pp.529-540
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• 2020

The mechanical properties of timber construction have drawn more attention after the 2013 Lushan earthquake. A strong desire to preserve this ancient architectural styles has sprung up in recent years, especially for residential buildings of the mountainous areas. In the column-and-tie timber construction, continuous-tenon joints are the most common structural form to connect the chuanfang (similar to the beam in conventional structures) and the column. To study the cyclic performance of the continuous-tenon joints in column-and-tie timber construction, the reversed lateral cyclic loading tests were carried out on three 3/4 scale specimens with different section heights of the chuanfang. The mechanical behavior was assessed by studying the ultimate bending capacity, deformation ductility and energy dissipation capacity. Test results showed that the slippage of chuanfang occurred when the specimens entered the plastic stage, and the slippage degree increased with the increase of the section height of chuanfang. An obvious plastic deformation of the chuanfang occurred due to the mutual squeezing between the column and chuanfang. A significant pinching was observed on the bending moment-rotation curves, and it was more pronounced as the section height of chuanfang increased. The further numerical investigations showed that the flexural capacity and initial stiffness of the continuous-tenon joints increased with the increase of friction coefficient between the chuanfang and the column, and a more obvious increasing of bending moment occurred after the material yielding. The compressive strength perpendicular to grain of the material played a more significant role in the ultimate bending capacity of continuous-tenon joints than the compressive strength parallel to grain.

• Advances in concrete construction
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• v.8 no.3
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• pp.173-185
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• 2019

This article presents a comparative study of the effect of steel layouts on the seismic behavior of transition steel-concrete composite connections, both experimental and analytical investigations of concrete filled steel tube-reinforced concrete (CFST-RC) and steel reinforecd concrete-reinforced concrete (SRC-RC) structures were conducted. The steel-concrete composite connections were subjected to combined constant axial load and lateral cyclic displacements. Tests were carried out on four full-scale connections extracted from a real project engineering with different levels of axial force. The effect of steel layouts on the mechanical behavior of the transition connections was evaluated by failure modes, hysteretic behavior, backbone curves, displacement ductility, energy dissipation capacity and stiffness degradation. Test results showed that different steel layouts led to significantly different failure modes. For CFST-RC transition specimens, the circular cracks of the concrete at the RC column base was followed by steel yielding at the bottom of the CFST column. While uncoordinated deformation could be observed between SRC and RC columns in SRC-RC transition specimens, the crushing and peeling damage of unconfined concrete at the SRC column base was more serious. The existences of I-shape steel and steel tube avoided the pinching phenomenon on the hysteresis curve, which was different from the hysteresis curve of the general reinforced concrete column. The hysteresis loops were spindle-shaped, indicating excellent seismic performance for these transition composite connections. The average values of equivalent viscous damping coefficients of the four specimens are 0.123, 0.186 and 0.304 corresponding to the yielding point, peak point and ultimate point, respectively. Those values demonstrate that the transition steel-concrete composite connections have great energy dissipating capacity. Based on the experimental research, a high-fidelity ABAQUS model was established to further study the influence of concrete strength, steel grade and longitudinal reinforcement ratio on the mechanical behavior of transition composite connections.

• Nuclear Engineering and Technology
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• v.55 no.5
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• pp.1763-1774
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• 2023

In this study, a series of flexible neutron/gamma shielding composites are fabricated through the doping of Gd₂O₃ into the matrix of SEBS with (M_Gd2O3: M_SEBS) % from 5% to 100%. Neutron transmittance test shows an exponential attenuation with the increase of areal density of Gd, in which the transmittance T ranges from 59.1440% to 35.3026%, with standard deviation less than 2.2743%, mass attenuation coefficient 𝜇_m from 0.3194 cm²/g to 0.4999 cm²/g, and half value layer-HVL value from 2.4530 mm to 1.1313 mm. Shielding efficiency of the Gd₂O₃/SEBS composites is basically improved in comparison with that of B₄C/SEBS. The transmittance T, mass/linear attenuation coefficient 𝜇_m and 𝜇, HVL and effective atomic number Z_eff for the shielding of γ rays (39 keV, 59 keV and 122 keV) are measured and calculated with XCOM as well as MCX programs. Finally, plots of the three dimensional relationships between transmittance, doping amount and thickness are provided to the guidance for engineering shielding design. In summary, the Gd₂O₃/SEBS composite is proved to be an effective flexible neutron/low energy γ rays shielding material, which could be of potential applications in the field of nuclear technology and nuclear engineering.

• Geomechanics and Engineering
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• v.32 no.4
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• pp.375-385
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• 2023

There are many joint fissures distributed in the engineering rock mass. In the process of geological history, the underground rock mass undergoes strong geological processes, and undergoes complex geological processes such as fracture breeding, expansion, recementation, and re-expansion. In this paper, the damage-stick-slip process (DSSP), an analysis model used for rock mass failure slip, was established to examine the master control and time-dependent mechanical properties of the new and primary fractures of a multi-fractured rock mass under the action of stress loading. The experimental system for the recemented multi-fractured rock mass was developed to validate the above theory. First, a rock mass failure test was conducted. Then, the failure stress state was kept constant, and the fractured rock mass was grouted and cemented. A secondary loading was applied until the grouted mass reached the intended strength to investigate the bearing capacity of the recemented multi-fractured rock mass, and an acoustic emission (AE) system was used to monitor AE events and the update of damage energy. The results show that the initial fracture angle and direction had a significant effect on the re-failure process of the cement rock mass; Compared with the monitoring results of the acoustic emission (AE) measurements, the master control surface, key blocks and other control factors in the multi-fractured rock mass were obtained; The triangular shaped block in rock mass plays an important role in the stress and displacement change of multi-fracture rock mass and the long fissure and the fractures with close fracture tip are easier to activate, and the position where the longer fractures intersect with the smaller fractures is easier to generate new fractures. The results are of great significance to a multi-block structure, which affects the safety of underground coal mining.

• Computers and Concrete
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• v.34 no.4
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• pp.409-425
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• 2024

This paper utilizes LS-DYNA software to numerically investigate impact response and damage evaluation of fiber-reinforced polymer (FRP) bars-reinforced ultra-high-performance concrete (UHPC) composite beams (FRP-UHPC beams). Three-dimensional finite element (FE) models are established and calibrated by using literature-based static and impact tests, demonstrating high accuracy in simulating FRP-UHPC beams under impact loading. Parametric analyses explore the effects of impact mass, impactor height, FRP bar type and diameter, and clear span length on dynamic response and damage modes. Two failure modes emerge: tensile failure with bottom longitudinal reinforcement fracture and compression failure with local concrete compression near the impact region. Impact mass or height variation under the same impact energy significantly affects the first peak impact force, but minimally influences peak midspan displacement with a difference of no more than 5% and damage patterns. Increasing static flexural load-carrying capacity enhances FRP-UHPC beam impact resistance, reducing displacement deformation by up to 30%. Despite similar static load-carrying capacities, different FRP bars result in varied impact resistance. The paper proposes a damage assessment index based on impact energy, static load-carrying capacity, and clear span length, correlating well with beam end rotation. Their linearly-fitting coefficient was 1.285, 1.512, and 1.709 for the cases with CFRP, GFRP, and BFRP bars, respectively. This index establishes a foundation for an impact-resistant design method, including a simplified formula for peak midspan displacement assessment.

• Journal of the Korean Society of Food Science and Nutrition
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• v.34 no.5
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• pp.605-612
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• 2005

In previous studies, we evaluated the effect of the 6 energy-tonic or blood-building prescriptions of traditional oriental medicine, and observed that Si-Wu-Tang and Bu-Zhong-Yi-Qi-Tang showed high activity in the protection of the gastrointestinal and hematopoietic organs in irradiated mice. But any of these prescriptions did not show a high activity in the activation of the immune cells. We performed this study to design an herb mixture which protects the self-renewal tissues and also promotes recovery of the immune system against radiation damage. In order to meet all the requirements, we designed a new mixture of 3 edible herbs listed in Korean Food Code. The mixture of Angelim gigas radix, Cnidium officinale rhizoma and Paeonia japonica radix was decocted with hot water, and the activities of the water extract (HIM-I) were evaluated. HIM-1 stimulated the immune cells in a much higher extent than the traditional prescriptions, and promoted dramatically the growth of bone marrow stem cells in vitro. Also, HIM-1 protected digestive and hematopoietic organs against radiation as effectively as the 2 prescriptions, Si-Wu-Tang and Bu-Zhong-Yi-Qi-Tang. On the other hand, it showed high in vitro antioxidative activity that might be considered as a mechanism of the protective effects against radiation. Although the detailed mechanisms of those effects remain to be elucidated, these results indicated that HIM-I might be a useful agent for protection and recovery of body from various risk factor as well as radiation, especially since it is a relatively nontoxic natural product.

• The Journal of Internal Korean Medicine
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• v.15 no.2
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• pp.318-346
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• 1994

A Bibliographical study was done about lumbago in oriental internal Medicine. The results are as follows. 1. Shenxu,sexual active, senile, Feng, Han, Shi, shiji, Tanyin and Qi lumbago are applicable to internal medical lumbago in oriental medicine, and Shenxu is essential pathogenesis. 2. Shenxu lumbago is characterized by continous pain, improved after chiropsia, deep pulse in Chi pulse, and used QingeWan, LiuweiDihuangWan and AnshenWan in herb-medicine. and Cortex Eucommiae, Radix Rehmanniae Praeparata and Fructus Psoraleae in drugs for the purpose of ZishenYijing, and related to lumbago caused by chronic prostatitis, calculus or tumor in kidney and diabetes mellitus. 3. Sexual active lumbago is dim-aching and weak pain in or after sexual life at low back and knee joint, and classified to Shenyang Buzu, ShenjingKuisun. GanshenYinxu and XinshenBujiao ; Liuwei Dihuang Wan, ZuoguiWan In herb-medicine. Cornu Cervi Pantotrichum, Fructus Lycii and Fructus Corni in drug were used for treatment. 4. Senile Lumbago is a kind of consumptive disease due to exhaused essential energy and caused by lack of Shenjing, Yangqi ; and described as repeated mild dim pain and ErzhiWan, QingeWan and MoyaoGao were used frequently, supposed to connected with osteoporosis, osteomalacia and osteoarthropathy deformons caused by aging. 5. Feng lumbago is attacked by Liuyin, and characterized by chilling and fever. stabbing pain from thoracic and lumbar vertebrae to pedes, and used WujiXan, XiaoxumingTang for treatment. Han lumbago is caused by cold's attacking Shenjing, distinguished for chilling,icing sense improved by heat on low back, and used WujiXan, JiangfuTang. Shi lumbago is caused by damp's inflowing Shenjing, described as stone-like lumbago which was subsided low back pain growing worse by gloomy rain, and used ShenshiTang. ShenzhuTang for the purpose of ZaoshiXingqi. And it is supposed that lumbago occured in the initial of urinary track infection was belong to those of Feng,Han and Sill's. 6. Sillji lumbago is caused by pathogen being in the spleen and the stomach, and used ChenxiangJiangqiTang, PingweiSan for treatment. And it is supposed that it belong to lumbago caused by gastrointerstinal disease such as peptic ulcer. gastroduodenal tumor and colonic inflammatory disease. 7. Tanyin lumbago is caused by Tanyin's flowing meridian, characterized by thoracolumbar verterber's heaviness, covered sense with something on low back and painless massage. Kuaiqi-drug are added to ErchenTang, DaotanTang for treatment, and it supposed that Tanyin lumbago's belong to that accompanied with metabolic disease such as obesity and gout. 8. Qi lumbago is caused by excessive stress such as melancholy and fury, described as multiple stabbing pain, an unexpected on and improvement, ranging back pain until flank and abdomine. Tiaoqi-drugs were added to RenshenShunqiSan, WuyaoShunqiSan for treatment, and it supposed to connecting with emotional lumbago such as hysteria, feigned illness and anxiety psychosis.